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HomeMy WebLinkAboutTrussI F 258 Southhall Lane, Suite 200 D Maitland, Florida 32751 P: (321) 972-0491 1 F; (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES July 14, 2021 Building Department Ref: Adams Homes Lot: Lot 61 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 8701 Merano Ave. Model: 2000 3CF A LHG KA # 21-8333 Truss Company: Builders First Source Date of drawings: 6/28/21 Job No.: 2813394 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. ea Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 7/14/2021 7/14/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" '�1\\Zi1 IIpip,A� p p,B L O 0,6 N .•\CESO m . �•�. r IV 0 No 878g '. d) d OF Ile ee WIN Luis Pablo Torres P.E. FL. # 87864 A r'+ r 8-0( J m N r r rn r r r r r r r r In r In11 m el 1V C1 0 0 73 3V 0 G0o 3/1 V LT /Z CD C5 5V &PLY 16 15 + + + + + + + + + + + + + + + —\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 14 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 13 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 12 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o++++++++++++++++++++++++++++++++ /12 VAULT 10 m + + + + + + + + + + + + + + + + 09 + + + + + + + + + + + + + + + + + + + + + �.+ + + + + + + + + + kog + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A109 /12VAULT + +y+++1+++�,� + + + + + + + + +++++++ + + + + + + + 0 09 + + + + + + + + + + •+ + + + + + 09 + + + + + + + + + + + + + + + + 09 C1 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C C 0 a c \ .... + + + + +�+ + + + +r+ + + + 09 + + + + + + + + + + + + + + + + + 09 + + + + + + + + + + + + ... + + \ + + + + + + + + + +0DDISPACE + + + 09 m U U + + + + + + + + + + + + + 07 L4+ — + + + + + + + + + + + C1 o + + + + + + + + + + + + + + + + + + + + + + + + + + A 6S C3 1-03-00 Q Lo + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 A 5S C5 90 +1+ +t+ + + // A 4S —2sl E7 + + + + + + + + V + A 3S E7 r -0 -00 + + + O N A 2S E7 1- -00 1-0 00 + + + + +C + 20 0A1S C.G05 - ' -08 0 1 _ -0 D SPACE 1-0 -0 04 , E� 05 8'-0 F T CLG. o 04 0 v E7 04 W U N 0 0 E7 0 0 7-11-00 G02S 01S 302 O ,m E7 4 aD 0 - 0 02 C5 75 301 C5S C) C3S NN 0 C3 C3 C3 C3 C1 CV o C 9 N 71 1 L C1 U U U 0 U m U U r W r W r W r W u) U m U U U m U rn W rn W u) W m U U 7_00_00 10_00_00 19-08-00 12-08-00 6-04-00 48-OS-00 EXPOSED TO WIND L�. Em ❑+ Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 07/14/2021 By: ES Submittal No.: Project No.: 21-8333 Project Eng.: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston - Lot 61 Blk 1 CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A* LUS24 / JUS24 895 / 835 490 /510 11A' 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 J LC 0 1 D HTU28-2 / THD28-2 1468015005 3485 / 2595 J 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 J LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 J IF 0 G HGUS26-3 / THDH26-3 5230 / 5245. 2155 / 2340 J LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 J w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 J Li 3X8NOP VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEIUNG FRAMNG REQUIRED IN MEW BY BALOER MAIN W WD FORCE RESISTING SYSTEMICL HYBRID WIND ASGE7.16 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCYCATEOORY U This Drawing Must Be Approved And WIND LOAD 160 MPH WIND IMPORTANCE FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LAM LOAD Begin. For Your Protection Check All NONCONGURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 6 PSF By Date TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONW DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI•81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS: 1 8701 MERANO AVE LOT/BLOCK: 61H SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ 2813384 DATE: 0612PJ2021 I SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. Buildrs •- L@!ECJ 4408 Airport Road Plant City, FL 33663 Ph. (813) 305-1300 Fax (813)305-13D1 MinTeks. 1 - RE: 2813394 MiTek USA, Inc. 2000 A 3CAR 1OX20 6904 Parke East.Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie - Project Name: 2813394 -Lot/Block:. 61/1 Model: 2000 A 3CAR Address: 8701 MERANO AVE Subdivision: WATERSTONE . City:. Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings.Show Special Loading Conditions): Design Coder FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind:Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf . This package. includes 57 individual; dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this: index sheet conforms to 61G15-31.00 , section 5 of the Florida Board of Professional Engineers Rules.: No. Seal# . Truss Name Date No.. Seal# Truss Name Date 1 T24475.189 A01S 6/28/2021 21. T24475209 C1C 6/28/2021 2 T24475190 A02S 6/28/2021 22 T24475210 C1P 6%28/2021 3 T24475191 A03S 6/28/2021 23 T24475211 cis 6/28/2021 4 T24475192 A04S 6/28/2021 .24 T24475212 C1V 6/28/2021 5 T24475193 A05S 6/28/2021 25 T24475213 C3 6/28/2021 6 T24475194- A06S :. 6/28/2021 26 T24475214. OP '6/28%2021 7 T24475195 A07 6/28/2021 27 T24475215 C3S 6/28/2021 8 T24475196 A09 6/28%2021 28 T24475216 C3V 6/28/2021 9 T24475i97 A10 6/28/2021 29 T24475217 C5 6/28/2021 10 T24475:198. All 6/28/2021 30 . T24475218 .: C5P 6/28/2021 11 T24415190 -Al2 6/28/202.1 M T24475210 C5S 6%28/2021 12 T24475200 A13 6/28/2021 32 T24475220 C5V 6/28/2021 13 T24475201 A14 6/28/2021 33 T24475221 601 6/28/2021 14 T24475202 A15 6/28/2021 34 T24475222 D02 6/28/2021 15 T24475203 A16 6/28/2021- 35 T24475223 D03A . 6/28/2021. 16 T24475204 B61 6/28/2021 36 T24475224 E2A 6/28/2021 17 T24475205 B02 6/28/2021 37 T24475225 E5 6/28/2021 18 T24475206 B04 6/28/2021. 38 T24475226 E7 6/28/2021 19 T24475207 Cl 6/28/2021 -39 T24475227 E7P 6/2812021 20 T24475208 CIB 6/28/2021 40 T24475228 ETV . 6/28/1621 The truss drawing(s) referenced above have been prepared by MiTek USApervision Inc under My based on the�parame parameters p ovided by Builders FirstSource (Plant City, FL). GU:1N: .•;C Truss Design: Engineer's Name: Velez, Joaquin: ���% �� E N '' .F� �i, My license renewal date for the state -of Florida is February28; 2023. Florida COA: 6634 N o - 6 8o •� IMPORTANT NOTE: The seal on:these truss component designs is a certification. # �• that the engineer named is licensed in the jurisdiction(s) identified and that the ANSI/fPI designs based CIC. designs comply with 1. These are upon parameters.: ': 1C1 Z shown (e.g., loads, supports, dimensions, shapes and design codes), which were.. ' TAT. O F given to: MiTek. Any project specific information included is for MiTek *0�0 ,�.: ��% V, customers file reference purpose only,: and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of. the design �, �'•. t �� �� • • G'�� 'parameters . tS • • eforelnco, the or the desidesign deaf np aramete uildinproperly. of o ate these designs verify applicability 9 P P 9 ns 11111,�� into the overall building design per ANSI/TPI 1•, Chapter 2. Joaquin Velez F� N6.68182 MI Tek USA, Inc PL CertB6: 69.04 Parke Blvd: Tampa L 33610 1: of 2 Velez, :Joaqu n ..... June 28, 2021 1 ;;;�. % -d .n RE: 2813394 - 2000 A 3CAR 10X20 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2813394 Lot/Block: 61/1 Subdivision: WATERSTONE Address: 8701 MERANO AVE City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T24475229 G01 S 6/28/2021 42 T24475230 G02S 6/28/2021 43 T24475231 G03S 6/28/2021 44 T24475232 G05S 6/28/2021 45 T24475233 H2 6/28/2021 46 T24475234 H5 6/28/2021 47 T24475235 H7 6/28/2021 48 T24475236 H7P 6/28/2021 49 T24475237 H7V 6/28/2021 50 T24475238 K01 6/28/2021 51 T24475239 K02 6/28/2021 52 T24475240 L01 6/28/2021 53 T24475241 L02 6/28/2021 54 T24475242 Vol 6/28/2021 55 T24475243 V02 6/28/2021 56 T24475244 VO4 6/28/2021 57 T24475245 V05 6/28/2021 2of2 Job Truss Truss Type i Qty Ply 2000 A 3CAR 1OX20 T244751 89 2813394 A01 S Roof Special 1 2 Job Reference (optional) Builclers f-irstbource (I'lant L;tty,-I-L), mant-ldty, rL- 33bbl, - - - - - t1.43U s Jun- Z ZUZI-MI.I eK Inousines, Inc. I nu Jun z4 13:Ub:4U ZUz I rage 1 a ID:hKYtep9FiDwfFyJCybTuLLyv92?-eyo9s3aYpJSJp?Bvf8gesS70E_g2mLOKEiAso3z3309 8=8.0 12-2-13 15-9-11 19-4.8 .22-3-1 .:25-5-7 1 28-10.0. 33.5-12 33r11-4 38-8-0 -2-9 3-6-13 3.6.13 3-6-13 2-10-9 3-2.6 3-4.9 - 4-7-12 0-5-8 4-8-12 . Scale.= 1:71.5. 5x6 = 7x10 = _ 11 6x8 4x4 = 4x4'='' 7x8 = 5x6 = 6x8 = 6.00 F12 3 4 5 ::6 8 9 10 36 3x4 i2 ST1.5x8 STP= 35 37 31 v 2 24 23 w r� 2 25. 7x8 = _22 10x12 — 13 m a 1 .2x4 1) 4x4 = .. .. 4x8 = Ia 0 19 18 17 16 15 14 . 20 5x12 = 4x8 = 4x8 = 2x4' 'I I 4x6 4x6 3.00 12 3x4 I 2x4 I I LOADING (psf) SPACING- .2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 1.06 21-22 >439 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.28 21-22 >361 180 BCLL 0.0 Rep Stress Incr YES.. WB 0.92 Horz(CT) 0.44 13: n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 487lb FT=20% LUMBER- BRACING- " TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing. directly applied. .3-6,6-10: 2x6 SP No.2 .. BOT CHORD.. Rigid ceiling directly applied: BOT CHORD 2x6 SP No.2' `Except` 21-24: 2x6 SP M 26, 8-19: 2x4 SP No.2 - WEBS 2x4 SP No.3 "Except 9-21: 2x4 SP No.2 REACTIONS. (size). 13=Mechanical; 2=0-8-0 Max Hori 2=224(LC 11) Max Uplift 13=-803(LC 12), 2=-921(LC 12) Max Grav 13=1431(LC 1), 2=1505(LC 1) FORCES.: (lb) - Max. Comp./Max. Ten: -: All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4934/3102, 3-4=-8137/5079, 4-5=-10160/6258, 5-6=-11192/6826, 6-7=-11193/6827, 7-8=-11641/7115, 8-9=-11147/6823, 9-10=-4357/2823, 10-11=-2458/1689, 11-12=-2500/1658, 12-13=-2912/1870 BOT CHORD 2-25=-2782/4481, 24-25=-2767/4482, 23-24=-4918/8250, 22-23=-6026/10160, 21-22=-6914/11641, 8-21=-134/330, 18-19— 268/445, 17-18=-2346/3886, 15-17=-2348/3885, 14-15=-1595/2581, 13-14=-1595/2581 WEBS 3-24=-2603/4286, 9-21=4354/7339, 4-23=r1164/2009, 5-23=-539/399, 5-22=-616/1082, 7-22=471/314,.4-24=-886/621, 9-18=-3382/2066, 18-21=-2884/4847, 10-18=-377/706, 11-15— 1187/1921, 10.15=-2339/1547, 12-15==506/414 NOTES- 1) 2-ply truss to be connected. together with 10d (0.131 "x3") nails as follows: Top chords connected as -follows: 2x4 - 1 row at 0.9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. - Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loadsare considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3). Unbalanced roof Iive.loads have been considered for.this design. 4) Wind: ASIDE 7-16; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft, L=40ft; eave=5ft; Cat. Ii; Ex C; Encl., GC i=0.18; MWFRS directional and C-C Exterior 2E 1-4-0 to 2-8-0, Interior 1 2-8-0 to 6-5-7, Exterior 2R 6-5-7 to 10-5-7; Interior(1) 10-5-7 to 28-10-0,, Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 iorie;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Joaquin Velez PE No.68182 5) Building Designer / Project engineer responsible for verifying applied:roof live load shown covers rain' loading requirements specific' .. MiTek USA, Ind. FL Cart6634 to the use of this truss component. 6904.Patke East Blvd. Tampa FL 33610 6) Provide adequate drainage to prevent water ponding. Date: 7) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any -other live loads.. ` June 24,2021 8) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .� WARNING - Verity designparameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE:. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy;incorporate this design into the overall building.design. Bracing indicated is to prevent buckling of individual trussweb,and/or chord members only: Additional temporary and permanent bracing, - .. .. MiTek* . is always,:required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss: Plate: Institute,:2670 Crain Highway, Suite 203. Waldod, MD 20601 Tampa, FL'36610 Job Truss Truss Type . � � City y PI y 2000 A 3CAR 1 OX20 T244751 89 2813394 A01 S Roof Special 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), ..Plant.City, FL= 33567, " ' 8.430s Jun 2 2021 MiTek Industries;Inc. Thu Jun 24 13:05:40 2021 Page2 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-eyo9s3aYpJSJp?8vf8gesS70E_g2mLOKEiAso3z3309 NOTES- .. . 9), Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using MSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Ii1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 13=803, 2=921-. 12) This. truss design requires that a minimum of 7/16" structural wood. sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly.to the. bottom chord. . & WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not '- a truss system. Before use,1he building designer must verify the applicability of design parameters and property incorporate this design into the overall building_design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional_ temporary and permanent bracing . MITek-' is always. required forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss: Plate: Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 ... .. Tampa, FL'86610 Job Truss Truss Type , Qty I Ply 2000 A 3CAR IOX20 T24475190 2813394 A02S Roof Special 1 1 Job Reference (optional) Builders Flrstsource (manl Glty, YL), ..mant.Glty, rL - 33bb7, 6.43U's UUn" 2 2U21 MI.I eK Industries, Inc. I nu Jun 24 13:Ub:41 ZU21 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-68MX3PaBadaAR9j6DsLtOfg7L0_BVgeTSMwQKVz3308 4- 6- 6-11-13 8.5-7, 13-10-15 • 19-4-6 23-4-15 27-1-7 28-10-0 33=5-12 3p-3�1 38-8-0 1-4-0 6-11-13 5.10 5-5-8 5-5-8 4.0-8 4-OrB, 1-4-9 4-7-12 9- 4-4-11 Scale.= 1:71.8: 6.00 12 ST1.5x8STP= 28 �27 m 2 .. O 5x6 = 3x8 = 2x4 4 29 36 5. 3 2x4 11 6 5x6 = 5x8... .. 5X.= 9 731 32 8� 17 16 15 14 13 12. 4x8 % 3.00 12' 3x4 I I 5x8 = 4x6 = 48 = 2x4 11 3x6 = 8-6-0 13-10-15 19-4-6 19 4-8 23-4-15 27-5-7 8-10-0 34-3-5 .38.8-0 8-8-0 5-2-15 5-5-8 0- -2 4-0-7 4-0-8 1-4-9 5-5-5 Plate Offsets (X,Y)-- [2:0-6-7,0-0-21, [4:0-3-0,0-2-01; [7:0-3-12,0-3-01, [11:0-2-12,0-1-81, [15:0=3-0,0-1-121, [18:0-5=4;0=4-81 LOADING (psf). SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 1.62 17 >454 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -1.24 17 >374 180 BCLL 0.0 Rep Stress Incr YES... WB 0.79 Horz(CT) 0.49 11. n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS 'Weight; 220 lb FT=20% LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* . BOT CHORD Rigid ceiling directly applied: Except: 2-20: 2x6 SP No.2, 18-20: 2x6 SP M 26 10-0.0 oc bracing: 16-18 WEBS 2x4SPNo.3'Except* WEBS 1 Row atmidpt 5-20 7-18 15-18.2x4 SP No.2 REACTIONS. .(size) 11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=-920(LC 12) Max Gray 11=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. _ All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4883/3066, 3-4=-4668/2925, 4-5=-4342/2739, 5-6=-6214/3871, 6-7=-6152/3838, 7-8=-3112/2095, 8-9=-2373/1667, 9-10=-2474/1632, 10-11=-2869/1842 BOT CHORD 2-20= 2729/4436, 19-20=-3388/5859, 18-19=-3388/5859, 13-15=-1538/2660, 12-13==1579/2530, 11-12=-1579/2530 WEBS 3-20=-241/376, 4-20=-1163/1919, 5-20=-1645/1043, 5-19=0/262, 5-18=-215/433; 7-18=-1994/3485, 7-15=-2096/1297, 15-18=-1959/3431, 8-15=-365/724, 9-13=-1112/1838, 8-13=-1636/1081, 1.0-13=-472/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-A to 2-8.0, Interior(1) 2-8-0 to 8-5-7, Exterior(2R) 8-5-7 to 12-5-7, Interior(1) 12-5-7 to 28-10-0, Exteri6r(2R) 28-10,O.to 32-10.0, Interior(1).32.1070 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 13) Building Designer /. Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss Component.; . 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 6) '.This truss has been designed: for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing itjofnt(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building'designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=802, 2=920. 10) This truss design.requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2:' gypsum sheetrock be applied directly'fo the bottom chord. Joaquin Vek PE No.68182 MiTek USA, Inc. PL Cert.6634 6904:Parke East Blvd. Tampa FL 33.610 Date: - June 24,2021 ' WARNING - Verity design.parametets and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall building,design,. Bracing indicated is io prevent buckling of individual truss web. and/or chord members only: Additional temporary and permanent bracing. Welk' Is always: required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, -storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type _ t : Qty Ply 2000 A 3CAR 1 OX20 T24475191 2813394 A03S Hip 1 1 Job Reference (optional) i3uuoers rtrstsource trtant Uty, t-Lj, ..riani L ity, rL- saoor, ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-2XUIU5cR6ErugTtULHNLT41QCiBdszmzmwfPW POz3306 1-4-0 7-3-3 8-8 O 10-5-7 14-10-13 23-9-6 28-2-9 32-4-15 38-8-0 1-4-0 4-13 1.9.7 4-5-6 - 8-10-9. 4-5-3 4-2-7 Scale = 1:69.2 r. 6.00 12 2x4 O 3 ST1.5x8 STP = 26 25 .. w 2. dI 1 0 4x8 % 3.00 F12 8.8-0 a_a_n 5x6 = 5x6 = 2x4: 11 4x4 = 5x6 = 4 .27 28 5 29 6 30 7 31 8 15. 14 13 12 4x4 11 3x6 5x12 = 10-5.7 19-4-8 28-2-9 .32-4-15 38.8-0 .. .. n d-9-7 LOADING (psf). TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING-. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stresslncr YES .. Code FBC2020/TP12014 CSI. - TC 0.97 BC 0.93 WB 0.68 Matrix -AS DEFL. in (loc) I/deft . Ud Vert(LL) 0.73 16-17 >634 240. Vert(CT) -1.02 16-17 >456 180 Horz(CT) 0.46 10: n/a n/a PLATES GRIP MT20 244/190 Weight; 208 lb FT = 20 LUMBER- BRACING= . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 *Except* BOT CHORD. Rigid ceiling directly applied. Except: 2-18,1.6-18.: 2x4 SP No. 1, 6-14: 2x4 SP No.3 10-0=0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 12-16, 7-12 12-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No:3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=237(LC 11) Max Uplift 10- 802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/2897, 3-4=-4480/2810, 4-5=-3411/2149, 5-6=-4259/2661, 6-7=-4197/2648, 7-8=-2136/1484, 8-9=-2377/1568, 9-10=-2759/1735 BOT CHORD 2-18=-2533/4236, 17-18=-1787/3381, 16-17=-2222/3988, 11-12=-1433/2425, 10-11=-1433/2425 WEBS 3-18=-246/354, 4-17= 309/724,:5-17=-820/581, 5-16=-108/427, 12-16=-1716/3000, 7-16=-765/1490, 7-12=-1483/952, 8-12=-473/832, 9-12=-495/424; 4-18=-884/1316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. " 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1'-4-0 to 2-&0, Interior(1) 2-8-0 to 10-5-7, Exterior(2R) 10-5-7 to 16-1-5, Interi6r(1) 16-1-5 to 28-2-9, Exterior(2R) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 zone;C-C for members and �. forces & MWFRS for reactions: shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.' 4) Provide adequate drainage to prevent water ponding. . 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. MiTek USA, Inc: FL Gert 6634 9) Provide mechanical: connection (by others) of truss to bearing plate capable of withstanding:100 lb uplift at joint(s) except at=lb) 6904'Parke East Blvd. Tampa FL 33.610 10=8021 2=920. Date: 10) This truss design requires that a minimum, of 7/16" structural wood. sheathing be applied directly to the top chord and 1/0' gypsum June 24,2021 sheetrock be applied directly to the bottom chord. .. .. .. ® WARNING - Verify design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE: ' -Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use,the.building designer must verify the applicability of design parameters and property incorporate this design into the overall building, design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always: required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate: Institute,:2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL '36610 Job Truss Truss Type , Oty Ply 2000 A SCAR 1 OX20 T24475192 2813394 A04S Hip 1 1 Job Reference (optional) bunters rust5ource (rtani L:Ity, t-L), mani cny, rL - 3Jbbr, 0.4aU S dun Z ZUe I MIA eK mUu51rJe5, IIIU. I IIU JUH 44 IJ:U0:40 4U4 I rdye I w ID:hKYtep9FiDMFyJCybTuLLyv92?-?wb2vndhes5cwmltSiQgzvgnC?MzRdn3NzudTHz3304 r1.4-0 7-3-3 8-8.0 12-5-7 19=4-0 26-2-9 30-0.0 a1-4-13 38-8.0 1-4-0 7-3-3 4-13 3.9-7 6-10-9 6-10-9 3-9-7 4-13 7-3-3 Scale=1:69.0 5x6 = 3x8 = 5x6,= 4 31 32 5 33 34 6 4x8 Zz 3x8 � 3.00 ri2 8.8-0 12-5-7 19-4.0 26-2-9 30.0-0 3B-8-0 8-8-0 3-9-7 6-10-9 6-10-9 3-9-7 8-8-0 01..... nu......- /V V\ rn n n n 1 01 rA.n n 0 n n Al ra.nn_n n n_m r0.n n I C.L l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.77 11 >603 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 10-11 >485 180 BCLL 0.0 Rep Stress Incr - YES WB 0.79 HOrz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-14,8-9: 2x4 SP M 31 4-10-0 oc bracing: 8-9 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=278(LC 11) Max Uplift 8=-804(LC 12), 2=-922(LC 12) Max Grav 8=1429(LC 1), 2=1504(LC 1) FORCES.. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4710/2944, 3-4=-4469/2851, 475=-2874/1933, 5-6=-2877/1920, 6-7=4487/2841, 7-8=-4729/2936 BOT CHORD 2-14=-2581/4263, 13-14=-1517/2860, 11-13=-1776/3290, 10-11= 1776/3290, 9.10=-1504/2863, 8-9==2565/4268 WEBS 3-14=-304/400, 4-13=-144/490, 5-13=-654/326, 5-11=0/282, 5-10=-651/319, 6-10=-i34/488, 7-9=-315/406, 4-14=-1070/1739, 6-9— 1076/1673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2R) 12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Exterior(2R) 26-2-9 to 31-10-7, Interior(1) 31-10-7 to 38-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 dI 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss Component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been:designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designedfor a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle:to grain formula. Building designer should verify capacity of bearing surface. 10) .Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 8=804, 2=922. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and propedy,incorporate this design Into the overall building, design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary, and permanent bracing. MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 A 3CAR.1 OX20 T24475193 2813394 A05S Hip 1 1. Job Reference (optional)- kiuiltlers tlrst5ouroe (Plant Grty,'rL), . rlan[.laty, rl_'- S3bti/, - ts.44u-s uun z zuct M1.1 eK Inausines, Inc. I nu jun e4. i o:uo:4b zuzI rage i IDihKY1ep9FiDwfFyJCybTuLLyv92?-T69Q676JP9DTXwc3OPx35jN?zPhIA8?CcddB?jz3303 r1-4-0 7-3-3 411 0 14-5-7 , 19.4-0 24-2-9 30-0-0 �1-4'-1 38-8-0 1.4-0 7-3-3 4-13 5-9-7. 4-10-9 4-10-9 5-9-7 4-13 7-3 Scale.= 1:70.1 6.00 F12 5x6 = 5x6 = 3x4 = 0 l qI 1 O O m r, 4x8 4x8 3.00:12 8-8.0 14-5.7 24-2-9 . 30-0-0 .. 38-8.0 8-8-0 5-9-7 9-9-2 5-9-7 8 8 0 Plate Offsets (X,Y)-- [2:0-1-11,0=0-101, [4:0-3-0,0-3-01, [5:0-3-0;0-2-01, [7:0-3-0,0-2-01; [8:0-3-0,0-3-01, [10:0-2-3;0=0=101, [11i0-4-0,0-5-01, [15:0-4-0;0-5-41 - LOADING (psf) SPACING-. 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.76 Vert(LL) 0.57 12 >811 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.84 12-14 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.47 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight`. 242 lb FT = 20% LUMBER- BRACING- '. . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP M 26 *Except' BOT CHORD Rigid ceiling directly applied'. Except: 13-15,11-13: 2x6 SP No.2, 10-16: 2x4 SP No.2 6-2-0,oc bracing: 10-11 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 8-12 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=319(LC.11) . Max Uplift 2=-922(LC 12), 10=-804(LC 12) Max Grav 2=1735(LC 17), 10=1666(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5692/2991, 3-4=-5517/2940, 4-5=-3280/1844, 5-6=-2937/1755, 6-7=-2847/1742, 7-8_ 3181/1836, 8-9=-5311/2931, 9-10=-5489/2991 .. BOT CHORD 2-15=-2626/5402, 14-15=-2344/4943, 12-14— 1401/3048, 11-12=-2324/4541, 10-11=-2610/4989 WEBS 4-15=-675/1594, 4-14=-2089/1168, 5-14=-504/1162, 6-14=-338/239; 6-12=-336/241, 7.12=-501/1173, 8-12=-1992/1172, 8-11=-724/1512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;,L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS, (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14=5-7, EzterOr(2R) 14-5=7 to 20-1-51 Interior(1) 20-1-5 to 24-2-9, Exterior(2R) 24-2-9 to 29-9-5; Interior(1) 29-9-5 to38=8-0 zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1..60 3) Building Designer / Project engineer responsible for.verifying applied roof live load, shown covers rain loading requirements specific to the use of this truss component. :1 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a Iive.load:of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide will fif between the bottom chord and any other members, with BCDL = 10.Opsf. 8), Refer to girder(s) for truss to, truss connections. 9). Bearing at joint(s) 2,considers parallel to grain value. using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=922, 10=804. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and.1/2'. gypsum sheetrock be applied directly.to the bottom chord. . Joaquin Velei PE No.68182 MiTek USA, In:c.. FL Cart 6634 0904:Patke East Blvd. Tampa FL 33.610 Date: June 24;2021 .A WARNING - Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or•chord members only. Additional temporary. and permanent bracing. MaTek' is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate: Inslitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 A 3CAR 1 OX20 T24475194 2813394 A06S Hip 1 1 Job Reference (optional) Iimaers mrstbource triant tarty, t-LI, viant L lty, rL - aJba/, u-4aU s uun z zuzi mii eK inaustnes, inc. I nu uun z4 i j:uo:4e zun rage 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-PUHBXpgaxnTBnEIS7gzXA8SGFCKce_eV3x6H4bz3301 rt-4-0 8.8-0 16-5-7 22-2-9 30-0-0 01-4-1 3B-8-0 1-4-0 7-3-3 4-1 7-9.7 5-9-2 7-9.7 4.1 7-3-3 m 0 48 � 3.00 rl2 B-8.0 5x6 = 6x8 = 6.00 12 5 6 Scale = 1:70.7 Sx8 ZZ 0 0 m N Iv 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.73 10-11 >635 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 10-11 >471 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight' 215 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except* 14-15: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=360(LC 11) Max Uplift 2= 922(LC 12), 9= 804(LC 12) Max Grav 2=1504(LC 1), 9=1429(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD . : Rigid ceiling directly applied. Except: 22=0.oc bracing: 9-10 WEBS 1 _Row at midpt 4-12, 6-12, 7-11. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-4690/2882, 3-4= 4548/2895, 4-5=-2525/1658, 5-6= 2194/1617, 6-7=-2533/1652, 7-8=-4565/2883, 8-9=-4713/2897 BOT CHORD 2-13=-2522/4346, 12-13=-2464/4258, 11-12=-1060/2193, 10-11=-2435/4177, 9-10=-2509/4249 WEBS 4-13=-481/1155, 4-12= 2226/1450, 5-12=-342/728, 6-12= 271/276, 6-11=-332l730, 7-11=-2084/1441,7-10=-561/1113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Exterior(2E) 16-5-7 to 22-2-9, Ezteri6r(2R) 22-2-9 to 27-10-7, Interior(1) 27-10-7 to 38-8-0 zone;C-C for members and forces & IvIW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *:This truss has been designed for a live load of 20.Opsf on the bottom chord in'all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=922, 9=804. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Patke East Blvd. Tampa FL 33.610 Date: June 24,2021 A& WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, ,not a truss system. Before use, the building designer must verify the applicability of design parameters and properiOncorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/orchord members only. Additional temporary and permanent bra MOW Is always, required for stability and to prevent collapsewith possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute,'2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type I r 0ty Ply 2000 A 3CAR 1 OX20 T24475195 2813394 A07 Hip 1 1 Job Reference (optional) Builders Firstsource (Plant tatty, tL), . clam Uily, FL = 33bbl, b.43U s Jun Z ZUZ I IVII I eK Inuusines, Inc. I nu Jun e4 I J:UD:4tF ZUZ I raye I ID:6gD10H2OVeg1 Nki sxoNemzyuULB-thrZlBhCi4b100KehXUmjL7WW6jlNOoelbsrc2z3300 r1-4-0 7-1-0 8-8-0 , 13-3-1 18-5-7 20-2-9 25-4.15 30.0-0 31-7-0 38.8-0 AO-0-0 1-4.0 7-1-0 1-7-0 4-7-1 5-2.6 . 1-9r2 5-2-6 4-7-1 1-7-0 7-1-0 a 6.00 F12 5x6 = 5x8 = 6 7 48 = 4x8 3.00 12 Scale = 1:71.2 18-5-7 20-2-9 30-0-0 38-8.0 8-8-0 9-9.7 1-9-2 9-9-7 —� 8-8-0 Plate Offsets (X,Y)-- [2:0-6-7,0-0-21,[4:0-3-0,0-3-%[6`.0-3-0,0-2-01,[7:0-6-0,0-2-81,[9:0-3-0,0-3-01,[11:0-6-7,0-0-21,[13:0-6-4,0-4-121,[17:0-6-4,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.66 13-14 >703 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.68 13-14 >528 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horc(CT) 0.50 11 n/a n/a BCDL 10.0 Code FBC202OfTP]2014 Matrix -AS Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15 REACTIONS. (size) 2=0-8=0, 11=Mechanical Max Horz 2=408(LC 11) ' Max Uplift 2=-920(LC 12), 11— 920(LC 12) Max Grav 2=1503(LC 1), 11=1503(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 4882/2791, 3-4=-4659/2679, 4-5=-4650/2750, 5-6=-2240/1461, 6-7=-1955/1379, 7=8— 2230/1449, 8-9= 4654/2784, 9-10=-4664/2714, 10-11= 4888/2825 BOT CHORD 2-17=-2369/4620, 15-17— 1310/2745, 14-15=-741/1943, 13-14= 1354/2701, 1 t-13=-2433/4442 WEBS 3-17=-258/293, 5-17=-1070/2159, 5-15=-1105/806, 6-15=-478/793, 7-14=-444/767, 8-14=-1046/819, 8-13=-1094/2033, 10-13=-265/292, 7-15= 224/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and.C-C Exterior(2E) -1-4-0 to 2.-8-0, Interior(1) 2-8-0 to 18-5-7, Exterior(2E) 18-5-7.to 20-2-9, Exterior(2R) 20-279 to 25-10-7, Interior(1) 25-10-7 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. . 5)' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8), Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joirlt(s) except Qt=lb) 2=920, 11=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Valk PE No.68162 sheeirock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert6634 6904;1"aike East Blvd. Tampa FL 33610 Date: " June 24;2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foren individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building,design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional, temporary and permanent bracing MiTek is always. required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfp/l Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type , , Qty Ply 2000 A 3CAR 10X20 T24475196 2813394 A09 Roof Special 9 1 Job Reference (optional) titluaers tlrSt50ufce (flan clty, t-L), .mant city, rL - 33bb I, tl.43U s Jun z 2U21-mit eK InauSVleS, Inc. inu Jun 24 I3:Ub:bl 'LULI rage I ID:6gDI0H2OVegl Nkl sxoNemzyuULB-p3yJ9giSDirlehUl pyXEom4ri QMjrLYxlvLxhwz330_ r1-4-0 6-1-14 8-8-0 13-1-12 19-4-0 25.6-4 30.0-0 32-6-2 , 38.8.0 0.0-q 1-4-0 6-1-14 2.6-2 4-5-12 6-2-4 6-2-4 4-5-12 2-6-2 6-1-14 1-4 0 Scale=1:70.4. V 5x6 = 6 I9 N la 6 48 1\ 4xtl if 5x8 zzz 4x12 � 3.00 12 8-8-0 16-3-7. 22-4-9 30.0-0 38-8-0 8-8.0 7-7-7 6.1.2 . . . 7-7-7 8-8.0 Plate Offsets (X,Y)-- [2:0-2-15,0-0-5], [2:0-0-3,1-11-7]; [3:0-3-0,0-3-01, [9:0-3-0,0-3-Oj; [10:0-0-3,1-11-71, [10:0-3-11,0-1-2] [12:0-6-12,0-5-01, [16:0-5-8;0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.63 15-16 >741 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -6.87 15-16 >531 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 236 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=425(LC 11) Max Uplift 2=-920(LC 12), 10— 920(LC 12) Max Gram 2=1723(LC 17), 10=1723(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5814/2847, 3-4=-5556/2678, 4-5=-5571/2794, 5-6=-2890/1679, 6-7=-2825/1672, 7-8=-5247/2783, 8-9=-5238/2679, 9-10=-5497/2858 BOT CHORD 2-16= 2432/5647, 15-16=-1344/3401, 13-15= 696/2202, 12-13=-1368/3026, 10-12=-2465/5029 WEBS 6-13=-614/1320, 7-13=-1139/780, 7-12=-1086/2370, 6-15=-610/1380, 5-15=-1205/776, 5-16=-1094/2569, 3-16=-275/281, 9-12= 285/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1.6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFFS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL.=10.Opsf. • 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:100 lb uplift at joint(s) except (jt=lb) 2=920, 10=920. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velak PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MIJ-7473 rev. 5/19/2020 BEFORE USE. 1A Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and property _incomorate this design into the overall building_design. Bracing indicated is to prevent buckling of Individual truss web.and/or,chord members only: Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Oty' Ply 1 2000 A 3CAR 1 OX20 T24475197 2813394 A16 ROOF SPECIAL 1 1 Job Reference (optional) tiumerS rlrsibource trlant tiny, r-Ll, rlant .ldty, rL - 30301, 0.40U J JUII c 4U41 IVII I—.111—UIGS, II IF 111 11 49 10.Va — 1 ray. 1 ID:6gDIOH2OVeg1 NklsxoNemzyuULB-IGWhNAj4_?zcFr3DMg2TL_d2LphOank5_Z4VCNz33Nz 19.8.0 r114 8-8 131-2 19-0-0 142-499 2564 . I 30 2-62 36-81-8140 OO-0Q-00 4-5-2 0- 1.4.6-1-14 -2 5-10.4 12 0-4-0 Scale=1:73.2 6x8 = 6.00 126 ST1.5x8 STP = 26 4x8 \\ 5x8 4x12 3.00 12 4x8 // 8-8-0 16.3-7 18-0-0 22-4-9 30.0-0 38-8-0 8-8-0 7-7-7 1-8.9 44 7-7-7 8-8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.57 12-13 >813 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.81 15-16 >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.49 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except TOP CHORD 1-4,8-11: 2x4 SP No.2 POT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2= 422(LC 10) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1724(LC 17), 10=1724(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5837/2866, 3-4=-5578/2699, 4-5=-5587/2802, 5-6= 2894/1679, 6-7=-2828/1672, 7-8=-5262/2795,8-9— 5259/2701,9-10=-5515/2878 BOT CHORD 2-16=-2450/5660, 15-16=-1349/3403, 13-15=-704/2219, 12-13=-1376/3029, 10-12=-2485/5047 WEBS 6-13=-607/1300, 7-13=-1118/778, 7-12=-1094/2378, 6-15=-604/1359, 5-15=-1183/775, 5-16=-1100/2578, 3-16=-261/265, 9-12=-272/265 Weight: 235 lb FT = 20 Structural wood sheathing directly applied or 2-2-9 oc purlins. Rigid ceiling directly applied.or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) --1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) 19-4-0 to 234-6, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requiierrients specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 10 considers parallel to grain.value using ANSI/TPI 1 angle, to grairi formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920; 10=920. I 0 0 W N I." 6 Joaquin Velez K N6.68182 MiTek USA, Inc. FL Cart 6634 6904:Paike East Blvd. Tampa FL 3361.0 Date; June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and propery incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see:. . ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610- Job Truss Truss Type Qty Ply 2000 A 3CAR:1 OX20 T24475198 2813394 All Hip Truss 1 1 Job Reference (optional) Cuimers rlrstbource. (Plant ldty, rL), mani.L:ny, rL - 00bb/, t1.4JU s Jun Z zuzi MI I eK InausineS, Inc. I nu Jun z4 i o:ut7:bJ ZUZ1 rage i ID:20VQZHIn97x9G5M9NmJalQz3Stx-mS44aW kiIJ5Tt?ePwNZitBA9GD4uJ EtEDDg2kpz33Ny r1-4-q 6-11-13 8-8-0 , 12-3-11 17.0-0 21-8.0 26.4-5 30-0.0 38-8.0 40-0-q 1-4-0 6-11-1.3 1-8-3 3-7-11 4-8-5 4-8,0 4-8-5 3-7 11 8-8-0 1-4.0 Scale = 1:73.2 . 5x8 = 6.00 12 5x6 6 4x8 7:::� 48 3.00 F12 8-8-0 17-0.0 21-8.0 30.0-0 38-8.0 8-8-0 8-4-0 4-8.0 8-4-0 Plate Offsets (X,Y)-- [2:0-5-15;0-0-21,[3:0-3-0,0-3-01,[5:0-6-0,0-2-81,[6:0-3-0 0-2-01,[8:0-3-0 0-3-01,[9:0-5-15,0-0-21,[11:0-6-4,0-4-121,[15:0-6-4,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TIC . 0.89 Vert(LL) 0.57 14-15 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.76 14-15 >607 180 BCLL 0.0 Rep Stress Incr YES WE 0.84 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD. Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied: BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Gram 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 273=-4795/2773, 3-4=-4746/2972, 4-5=-2418/1596, 5-6=-2130/1527, 6-7=-2421/1609, 7-8=-4745/3003,8-9=-4794/2804 BOT CHORD 2-15=-2328/4481, 14-15=-1476/2927, 12-14=-904/2127, 11-12=-1525/2892, 9-11=-2389/4342 WEBS 3-15=-349/405, 5-14=-435/856, 6-12=-429/809, 8-11=-355/405, 4-15=-1170/2126, 4-14=-1113[785, 7-12=-1041/791, 7-11=-1187/1979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eztehor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 21-8-0, Extedor(2R) 21-8-0 to 27=3-14, Interior(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. + 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:100 lb uplift at joint(s) except. Gt=lb) 2=920, 9=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE U.6.68182 sheetrock be.applied directly to the bottom chord. MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: June 24,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly:incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , r Qty Ply 2000 A 3CAR 1 OX20 T24475199 2813394 Al2 Hip Truss 1 1 Job Reference (optional) Cueaers mrsv5oufce. trtani Ldty, t-Lj, • rlani L;ny, t-L - ddbb/, d.43U s Jun z zuzi MI I eK Inaustnes, Inc. I nu Jun 24 13:Ub:bb ZU21 rage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-irCq?ClzHwLB6Joo2obAzcFWz1 kMnDvXgXJ9phz33Nw r1-4 q 7-3-3 8-8-0, 15-0-0 23-8-0 30-0.0 31'-4-13 : 38-8-0 $0-0-q 1-4-0 7-3-3. -4-14 6-4-0 8-8-0 6.4-0 4.14 7-3-3 . 1-4-0 Scale=1:73.2 i 5x6 =. . . . 6.00 12 3x4.= 5x6 = 5 256 26 7 27 5x6 5x6 � . 2x4 �� '4 24 8 2x4 /i o 3 9 rn ST.1.5x8 STP= ST1.5x8 STP= 23 28 m 2 16 15 29 14 30 13 0 12 10 a - 1 7x8. _ 4x8 = 4x8 = 7x8 = 11 Io 5x8 = 5x8 5x8 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.59 12-13 >786 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.86 13-15 >542 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 225 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 4-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2= 920(LC 12), 10_ 920(LC 12) Max Grav 2=1734(LC 17), 10=1733(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5729/2900, 3-4=-5560/2861, 4-5=-3218/1771, 5-6=-2814/1671, 6-7=-2722/1689, 7-8= 3064/1762, 8-9=-5304/2891, 9-10=-5476/2932 BOT CHORD 2-16= 2465/5463, 15-16=-2243/5079, 13-15=-1223/2936, 12-13=-2298/4600, 10-12=-2526/4972 WEBS 4-16=-617/1604, 4-15=-2255/1208, 5-15= 485/1131, 7-13= 426/1106, 8-13=-2159/1233, 8-12=-623/1508, 6-15=-320/221, 6-13=-284/198 NOTES-. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Exterior(2R) 23-8-0 to 29-3-14, Interiof(1) 29-3-14 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4). Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Buildingdesigner should verify • capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=920, 10=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ' June 24,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not . �a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 T24475200 2813394 A13 : :Hip Truss 1 1 Job Reference (optional) builders Firstsouree (mant city,'FL), F lant.Glty, rL - 33b67, 8.43U S Jun 2 ZU21 MI I eK Industries, Inc. I nu Jun 24 13:Ub:b/ ZU21 F'age 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-eDKaQtnDpYbvMcxA9Dee21 Kr4gR3F1 FgBroGtaz33Nu r1-4-0 8.8-0 13.0-0 19-4-0 25-8-0 30.0-0 38-8.0 AO-0•q 1.4-0 8,8-0 4.4-0 6.4 0 6-4-0 4.4-0. 8-8-0 1-4-0 Scale=1:73.2 4x8 3.00 FW 6.00 12 5x8 4 22 2x4 11 5x8 235 24 25 6 4x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.64 11 >722 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.87 10-11 >535 180 BCLL 0.0 Rep Stress Incr YES . WB 0.95 Horz(CT) 0.48 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2= 295(LC 10) Max Uplift 2=-920(LC 12), 8� 920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4813/2822, 3-4=-4763/3042, 4-5=-3182/2048, 5-6=-3182/2048, 6-7=-4763/3074, 7-8=-4813/2854 BOT CHORD 2-13=-2376/4397, 11-13=-1365/2733, 10-11� 1392/2733, 8-10= 2438/4362 WEBS 3-13= 376/48T, 4-13=-1338/2243, 4-11=-257/703, 5-11=-374/409, 6-11=-256/703, 6-10=-1357/2120,7-10=-379/481 NOTES- 1) Unbalanced' roof live loads have been considered for this design. 2), Wind: ASCE 7-16; Vult=160rnph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate.grip DOL=1.60 3) Building Designer / Project engineer' responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 2, 8 considers parallel to grain value using ANS11TPI 1 angle to grain formula: Building designer should verify • capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding,100 lb uplift at joint(s) except at=lb) 2=920, 8=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE: No.68182 MiTek USA, Inc. FL.Cert 6634 6904:Perke East Blvd. Tampa FL 33610 Date: June 24;2021 ® WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy:incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 A 3CAR 1 OX20 T24475201 2813394 A14 Hip Truss 1 1 Job Reference (optional) Builders PtrstSource (Plant city, FL), Plant.City, PL= 33567, 8.430 S Jun 2 2021 MI I ek.lndustrles;'Inc. I hu Jun 24 13:05:58 2021Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-6Quz6DnrarkmzmW Njw9taEtOBEnQ_UBzMVXpQOz33Nt �7-4-q B-8-0 11-0-0 19=4-0 27-B-0 30-0.0' 38-8.0 40-0-q 1-4-0 B-8-0 2-4-0 B-4-0 8-4-0 2-4-0 B-8-0 1-4-0 Scale=1:71.7 6x8 = 7x8 6x8 = 12 m 2x4 II 4 22 23 5 24 25 6 2x4 II 6.00 3 7 0 21 26 . d� ST1.5x8 STP= ST1.5x8 STP= 20 27 -13 11 10 - o 0 1 2 7x10 = 12 4x8 = 7x10 = B 9 1� 0 4x8 = o 4x8 Zz 48 = 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL .20:0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.66 11 >703 240 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.87 10-11 >536 180 BCLL 0.0 Rep Stress Incr - YES WB 0.90 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORC 4-5,5-6: 2x6 SP No.2 BOT CHORE BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS.. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4822/2804, 3-4=-4756/3053, 4-5=-4211/2614, 5-6=4211/2614, 6-7=-4756/3084, . 7-8=-4822/2836 BOT CHORD 2-13=-2354/4369, 11-13=-1670/3243, 10-11=-1692/3243, 8-10= 2415/4369 WEBS 3-13=-325/480, 4-13=-1172/1881, 4-11=-579/1199, 5-11=-555/580, 6-11=-578/1199, 6-1 0=- 1188/1785, 7-10=-331/479 PLATES GRIP, MT20 244/190 Weight: 220 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.l8; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0,,Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4), Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with. any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify • capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920, 8=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez.PE, N6.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL.3.361.0 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE:' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTFII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 A 3CAR I OX20 T24475202 2813394 A15 Hip Truss 1 1 Job Reference (optional) Iuuucm i u u1— trim- Iny, —1, na1 n Illy, 8.9dU 5 Jun Z ZUZ 1 Nn 1 eK InaU5lrles, Inc. I nu Jun Z4 1 d:Ub:UU ZUZI rage i ID:20VQZH In97x9G5M9NmJalQz3Stx-3o?j2vp56T_UD4glgLBLgtyNl2RdSRcGgpOwUvz33Nr r1-4-Q 6-2-7 9-0.0 15-10-11 22-9-5 29-8-0 32-5-9 38-8.0 p0-0-q 1-4-0 6-2.7 2-9-9 6-10-11 6-10-11 6.10-11 2-9-9 6-2-7 Scale=1:71.7 ST1 m 1 /2 7x8 = 4x4 = 7xB = 7x8 = 6.00 12 4 26 27" 5 28 6 29 30 31 7 3x4 3 3x8 _ 3.00 F12 4x6 = 3x4 8 r7 0 ST1.5x8 STP = N 3.33 9101.6- 2x4 11 1v 0 3x8 6-2-7 8-8-0 15-10-11 22-9-5 30.0.0 32-5-9 38-8-0 ~ 6-2-7 2-5-9 7.2-11 6.10-11 7-2-11 2-5-9 6-2-7 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81, [4:0-5-12,0-2-121, [6:0-4-0,0-4-81, [7:0-5-12,0-2-121, [9:0-2-9,0-1-81, [12:0-4-0,0-3=41, [16:0-4-0,0-3-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.81. Vert(LL) 0.99 13-15 >468 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.24 13-15 >374 180 BCLL 0.0 Rep Stress Incr YES . WB " 0.71 Horz(CT) 0.62 9 n/a ' n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD 4-6,6-7: 2x6 SP No.2 BOT CHORD BOT CHORD 2x6 SP No.2 *Except* WEBS 2-16,9-12: 2x4, SP; M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE . Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=212(LC 11) Max Uplift 2= 920(LC 12),.9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/2760, 3-4=-4575/2722, 4-5=-5609/3407, 5-6=-5605/3369, 6-7=-5607/3372, 7-8=-4575/2746, 8-9=-4653/2788 BOT CHORD 2=17= 2340/4185, 16-17=-2357/4223, 15-16=-2061/3939, 13-15=-3060/5607, 12-13— 2080/3939, 11-12- 2415/4223, 9-11=-2397/4185 WEBS 4-16— 628/1192, 4-15=-1061/1874, 5-15=-462/436, 6-13=-422/445,.7-13=-1051/1871, 7-12=642/1182 Structural wood sheathing directly applied. Rigid ceiling directly applied: 1 Row at midpt 4-15, 7-131. NOTES- 1) Unbalancedroof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain' loading requirements specific . to the use of this truss component. 4) Provide adequate drainage.to prevent water ponding. 5) This truss has been, designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula_. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=920, 9=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE N9.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: June 24,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: ' . Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty. Ply 2000 A 3CAR 1 OX20 T24475203 2813394 A16 . HIP TRUSS 1 3 Job Reference (optional) D1,111-3 r11bl UU1 V.tr'Id111 idly, rLl, rid]It .idly, rL - aOOVI, m4ou S Jun z ZUZ 1 IVII I IRK Inuusines, Inc. I nu -Jun z4 l J:Ub:UI ZU21 rage i ID:20VQZH In97x9G5M9NmJalQz3Stx-X?Z5G Fdtm6KgEFyO3iaCtVcLSttBveQ3TmTOLz33Nq 3357 1-1-4-0 - 5-4.10 7-0-0 "13-3-0 19.4-0 25-5-0 31-3.8 "31-6-0' 38-8-0 40-0-0 1.4-0 5-4-10 1-7-6 ' 6-3-0 1 6.1-0 16-1-0 5.10-8 0-4-8 1-9-7 Scale=1:71.5 6x8 = 6.00 12 7x8 = 4x4 = 7x8 = 10x12 z�, 2x4 2x4 ` 3 4 16 5 617 18 .7 7x10 ST1.5x8 STP = 3.00 12 ST1.5x8 STP= 5x6 = 7-4-8-0 19-4-0 25-5-0 31-3-8. 31r�-0 38-8.0 7-4-8 5-10-8 6-1-0 6-1-0 5-10-8 0.4-B 7-0-0 Plate Offsets (X,Y)-- [1:0-4-11iEdge), [3:0-5-8,0-3-01, [4:0-4-0,0-4-81, [6:0-4-0,0-4-81, [7i0-11-4,0-5-121, [9:0-5-11,Edge1, [13:0-6-0,0-6-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 1.0.8 13 >418 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -1.12 13 >405 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.42 9 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-S Weight 746lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins. 7-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied -or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 `Except 13-15,11-13: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=-166(LC 6) Max Uplift 1=-1998(LC 8), 9=-2128(LC 8) Max Grav'1=3502(LC 13), 9=3557(LC 14) FORCES. (lb) -Max. Comp./Max. Ten'. -All forces 250 (lb) or less except when shown. TOP CHORD 172— 12383/6993, 2-3=-13154/7412, 3-4=-17854/10336, 4-5=-17854/10336, 5-6=-20317/11838, 6-7=-18136/10550, 7-8=-12893/7285, 8-9= 12540/7085 BOT CHORD 1-15— 6230/11414, 14-15=-6898/12826, 13-14=-11601/20405, 12-13=-10387/18313, 11-12=-6742/12418, 9-11=-6330/11484 WEBS 3-15=-1816/3712, 4-14=-748/793, 5-13=-166/394, 6713=-1263/2159, 6-12=-1554/1266, 7-11=-1852/3766, 2-15=:737/1358, 8-11= 455/868, 3-14=-3275/5431, 5-14= 2719/1600, 7-12=-3659/6007 NOTES- 1) 3-ply truss to be connected together with IOd (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2.rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2). All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced, roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; _B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 • 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss lias.been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed fora jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE N6.66182 will fit between the bottom chord and any other members. MiTek USA, Inc. FLCert 6634 9) Bearing at joint(s) 1, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6904:Parke East Blvd. Tampa FL 33610 capacity of bearing surface: Date: " 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=lb) June 24,2021" 1=1998, 9=2128. Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .a truss system. Before use, the building designer must verify the applicability of design parameters and propedy_incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse.with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 -Ply 2000 A 3CAR 10X20 T24475203 2813394 A16 .HIP TRUSS 1 3 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 13:06:01 2021 Page 2 I D:20VQZH In97x9G 5M9 N mJ al Qz3 Stx-X?Z5G Fdtm6 Kq E FyO3i aCtVcLSttByeQ3TmTOLz33Nq NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at '31-8-0, and 802 lb down and 391 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7- 112(F=58), 7-10=-54, 1-19=-20, 15-19=-42(F=-22), 11-15=-42(F=-22), 11-20=-42(F=-22), 9-20=-20 Concentrated Loads (lb) Vert: 19=-475(F) 20=-475(F) Job Truss Truss Type , Citw. y ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not -a truss system. Before use, the building designer must verifythe applicability of design parameters and properly -incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSUTP17 Quality Criteria, DSB-69 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 A 3CAR 1 OX20 T24475204 2813394 got Hip Girder 1 1 Job Reference (optional) Dunuers nrslauurue. trrant L.ny, rLl, warn L.rty, rL - JJaor, t5.4au s dun z ZUzI mi I eK InOUSInes, -Inc. I nu -Jun z4 IJ:Ub:UZ ZUZI rage i I D:20VQZHIn97x9G5M9NmJalQz3Stx-?B7TTbrMe4EBSOg8ymDpl42ghrE2wVXZH7V1 Zoz33Np -1-4-0 :5.0-0 7-B-0 12-8-0 14-0-0 1-4.0 5-0-0 2-8-0 5-0-0 1-4-0 4k4 = .4x4: _ 3 15 4 .. Scale = L25.0. 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 -5-0-0 7-8-0 12-8-0 5-0-0 2-8-0 5-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc): I/defl Ud Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 8-11 >999 240 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.08 8-11 >999 180 Rep Stress Incr NO WB 0.11 Horz(CT) 0.02 5 n/a n/a Code FBC2020/TP12014 Matrix -MS REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=131(LC 7) Max Uplift 2=-516(LC 8), 5= 516(LC 8) Max Grav 2=836(LC 1), 5=836(LC 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1335/65713-4=-1157/640, 4-5=-1335/657 BOT CHORD 2-8=-487/1145, 7-8=-479/1157, 5-7=-483/1145 WEBS 3-8=0/290, 4-7=0/290 PLATES GRIP MT20 244/190 Weight: 51 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc puffins. BOT CHORD Rigid ceiling directly applied:or 8-1-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building. Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=516,5=516. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 334 lb up at 5-0-0, and 61 lb down and 146 )b up at 6-4-0, and 195 lb down and 334 lb up at 7-8-0 on top chord, and 116 lb down at 5-0-0, and 47 lb down at 6-4-0, and 116 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9.12=-20 Concentrated Loads (lb) Vert:3=-148(F) 4=-14B(F) 8=-98(F) 7— 98(F) 15=-61(F) 16=-38(F) Joaquin Velez PE N6.66182 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 ® WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and -is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design., Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary. and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety .to available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , City - Ply 2000 A 3CAR 10X20 T24475205 2813394 B02 . Common 2 1 " Job Reference (optional) tyuuaers rlrsi6ource trlant L ny, r-Lj, mans L ny, rL - ssbbi, b.43U's Jun 2 GU27 MI I eK lnaustnes, Inc. I hu Jun P4 I J:U6:U3 2021 F'age 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-TNhshxr OOM24XPKWTk2HIawpFZFfxgiWnFa5Ez33No 1-4-0 6-4-0 12-8.0 14-0-0 1-4-0 6-4.0 6-4.0 1-4-0 Scale = 1:24.7 48 = 3 Im 0 3x4' = 3x4 = 6-4.0 6-4-0 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . - 0.62 Vert(LL) . 0.08 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight 49lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-158(LC 10) Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max Grav 2=541(LC 1), 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/817, 3-4=-656/818 BOT CHORD 2-6=-456/532, 4-6=-456/532 WEBS 3-6=-44/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N):278-0 to 6-4-0, Corner(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces &MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) except 611=1b) 2=378, 4=378. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord'and 1/2" gypsum sheetrock be applied directly to the bottom. chord. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904:P6rke East Blvd. Tampa FL 33610 Date: June 24,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. :Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building componenf, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Y. Ply 2000 A 3CAR. I OX20 T24475206 2813394 B04 Common, 3 1 Job Reference o tional Livaclersf-irst50urce.(PlantGlty,'FL), PlantGty,t-L-33567, 1-4-0 3x4 6.4-0 8.430 s Jun 2 2021 Mtl ek,Industries, Inc. Thu Jun 24 13:06:04 2021- Page 1 I D:20VQZH I n97x9G5M9NmJalQz3Stx-xZFEuHsc9hUvih_X3BGHgV751fviOO8sI R_8dgz33Nn 12-4-0 6-0-0 5x6 — Scale: 1/2"=1` 3 4x4 = 6-4-0 6-0-0 Plate Offsets (X,Y)-- [4:0-0-0,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20:0 Plate Grjp.DOL 1.25 TC 0.61 Vert(LL) 0.08 5-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT). -0.09 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 46lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-4-0, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 4=-250(LC 12), i2= 378(LC 12) Max Grav 4=452(LC 1), 2=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/694, 34=-634/724 BOT CHORD 2-5=-485/508, 4-5=-485/508 . WEBS 3-5=-23/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp QiEncl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(.1) 2-8-0 to 6-4-0, Extedor(2R) 6-4-0 to 10-4-0, Interior(1) 10-4-0 to 12-4-0 zowC-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements. specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=25012=378. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904'Parki East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy)ncorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 • T24475207 9813394 C1 Jack -Open 11 1 Joti Reference o tional ounuera nraravmce tnanr "'y, ri-1, nanL UILY, rL - ooaor, 1 C.43U-5 Jun 2 ZU27 mi I eK Inausmes, inc. I nu Jun 24 l d:U6:Ub 2U21 rage 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-Pmpc6dtEw?cmJrZjdunW MjgK33Me7s??_4kh96z33Nm 1-4.0 0-1 -4 1-4.0 0-11-4 0-11.4 0-11-4 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 : Plate Grip DOL . 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- . BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joirtt(s) 3, 4 except Qt=lb) 2=227. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: June 24,2021 ® WARNING - Verify design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Oty Ply 2000 A 3CAR 1 OX20 T24475208 2813394 Ci B JACK -OPEN 2 1 Job Reference (optional) t3wiciers rlrstSource (Plant Glty,'rL), rlant.Grty, rL - 33b67, . 8.43U s Jun 2 2021 MI I ek Industries, -Inc. I hu Jun 24 13:06:06 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv922-tyM_JyushJkdx77vBcllvwCW pTi6sJE9CkTEiZz33Nl 4-0 0-11-4 4-0 0-11-4 Scale = 1J.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud . PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.60 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3= 3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=227. Joaquin Velez PE: No.68182 MiTek USA, Inc. FL Cert 6634 6904:Patke East Blvd. Tampa FL 33610 Date: June 24,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPII Quality Criteria, DSBr89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Oty Ply 2000 A 3CAR 1 OX20 T24475209 2813394 C1C JACK -OPEN 2 1 Job Reference (optional) ounaws ri stoource Irian Uny, rLl, rlant ldty, rL - JJ001, o.4JU s JUn Z ZUZI mi I eK InauslneS, Inc. I nu Jun Z4 I J:U6:U6 ZUZI rage l ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-tyM_JyushJkdx?7vBclI VWC W pTfrsJE9CkTEiZz33Nl -1-4-0 0-11-4 1-4-0 0-11-4 N u) O 0 0 9-S •11- 0.9-5 •t•1 Plate Offsets (X,Y)-- (2:0-4-12;0-0-8) m m 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC . 0.26 Vert(LL) -0.00 5 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER-, BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-74(LC 1),.2=-449(LC 12), 4=-99(LC 1) Max Grav 3=125(LC 12), 2=313(LC 1), 4=172(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed,; porch left exposed;C-C for members and forces & MW FRS for reactions'shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4r except (jt=lb) 2=449. Joaquin Velez:PE:No.68182 MiTek USA, Inc. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis loran Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual miss web and/or chord members only. Additional temporary, and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type , Qty Ply 2000 A 3CAR 1 OX20 T24475210 2813394 C1P JACK -OPEN 4 1 Job Reference (optional) t4Ullaers mrsibource. triani Gay,-r-L), raanl Gary, r•L - J"Jbb/, ts.43u s .tun z zuzl mi I eK Inausmes, Inc. I nu Jun 24 13:U6:Ut 2U27 rage 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT7LBwM W IuUScsUZ9i5lJp_S8lgZs28bmUIRODoE?z33Nk 1_40 0-11-4 1.4-0 0-11-4 Scale = 1:7.6 v. 6 N T O r� 9 0 0-11-4 0-11-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO. 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC '0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9),2= 246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for. truss, to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=246. Joaquin Velez PE:N6.66182 MiTek USA, Inc. FL Cart 6634 6904;Pairke East Blvd. Tampa FL 3361.0 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see .. ANS11TPIr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Oty Ply 2000 A 3CAR 1 OX20 T24475211 2813394 Cis JACK -OPEN 1 1 Job Reference (optional) esuuuers nrsmource, trianc uty, rr-j, riani ury, M - 00001, B m4ju s Jun z ZUZI mi I eK.mausSnes", Inc.- I nu Jun Z4 13:Ub:UIJ ZUZI rage 1 ID:mMgl pKnMQsfOZioRmROHYCzMW VO-gLUlkev6Dw_LAJHIIi KD_LHw9G02KDkRg2yLmRz33Nj 0-11-4 0-11-4 Scale=1:6.9, 3 2x4 = 0-11-4 0-11-4 m rn 0 N rn, 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240. MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.02 Veri(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP1201,4 Matrix -MP Weight; 3 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-.11-4:oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load. of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5), Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing' plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE, No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- �a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse. with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIJTP11 Quality Criteria, DSH-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , 1 Qty Ply 2000 A 3CAR.1 OX20 T24475212 2813394 CiV Jack -Open Truss 4 1 Job Reference (optional) tsunciers rirsibource triam ony, ruj, Piant.uty, rL. - JJbb/ 1 6.4JU s Jun z 2u21 mi I eK Industries, Inc. I nu Jun 24 13:U5:1J9 2U21 Page 1 I D:20VQZH In97x9G5M9NmJaIQz3Stx-IX27x_wl_E6CoSsUskrSXZg02gjZ3g_buii uJuz33Ni -1-4.0 0-11-4 0 dP 0 N T 0 W Ia 0 Scale = 1 J.6 i Plate Offsets (X,Y)-- 12:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) : 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC202OfTP]2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 0-11-4:oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=15B(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp;/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; 'Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5). Refer to girder(s) for truss, to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should'verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=211. . Joaquin Velez PE: N6.68182 MiTek USA, Inc.. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. . Ply 2000 A SCAR1 OX20 T24475213 2813394 03 Jack -Open 11 1 Job Reference (optional) tsuuaers I-irstbource. kmant Laty, t-L), mam laty, rL - 33b67, 6.43U'S Jun 2 ZU21 MI 1 eK Industries; Inc. 1 hu Jun 24 13:06:U9 2021 Nage 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-IX27x_wl_E6CoSsUskrSXZgO2giZ3g_buii uJuz33Ni 1-4-0 2-11=4 1-4-0 2-11-4 Scale=1:12.7. 1 2-11-4 Plate Offsets (X,Y)--' [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP. TCLL 20.0 . Plate Grip DOL 1.25 TC . 0.32 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2= 183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C.-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5). Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=183. Joaquin Velez.PE. No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3.361,0 Date: June 24,2021 WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and jlropedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTpll Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safe tyInfo rmation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 4 Qty Ply 2000 A 3CAR,10X20 T24475214 2813394 C3P JACK -OPEN 4 1 Job Reference (optional) Duuuerb n15r00urcetriarn �..my, rLl, riarn ugly, rL- JJOor, 1 . 0.4JU s Jun z ZUZ 1 1VII r eK Inauslnes, Inc. I nu Jun 44 13:ub: I U zUzl rage 1 ID:oHYi RCdpcl quXgUg6?i PJ RzdjtT-mjcV9KxNIXE3QcRgQSMh3mNBo40_o7Ek7MRSrKz33Nh .. 2114 2-1 2-1 Scale = 1:12.7 16 w m N u) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 , TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20 % LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=7245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other,live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss, to truss connections. 6) Provide mechanical connection (by others) of truss to bearingplate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=245. Joaquin Velez PE. No.69182 MiTek USA, In.c.. FL Cert 6634 6904;Pairke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MII connectors. This design, is based only upon parameters shown, and is for an Individual building component, not: �� a truss system. Before use, the building designer must verify the applicability of design parameters and property.Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR.1 OX20 T24475215 2813394 C3S JACK -OPEN 1 .1 Job Reference (optional) lduuoers Hrstsource (Plant L:ny, rL), viant t;ny, I-'L - aabbf, ts.4su s dun z zuzi m1 I eK lnousines, Inc. i nu dun z4 s a:uo:i,i zun rage i ID:mMgi pKnMQsfOZioRmROHYCzM W VQ-EwAtMgy? W rMwl mOt_9uwc_vPIUM_XaUuMOB?Nmz33Ng 2-11-4 2-11-4 Scale: 1 "=1 ` 2x4 = 3 2-11-4 2-11-4 Plate Offsets (X,Y)-- (1:Edge,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 " n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight. 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4.oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 24,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE"Mll-7473 rev. 5/19/2020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �►A MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSVTP11 Ouslity Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty Ply 2000 A 3CAR.10X20 T24475216 2813394 C3V Jack -Open Truss 4 1 Job Reference o tional buiiaers t-Irstbource,(mant cny, rL), rlant.cny, I-L - 3Jb6 r, • 140 1 b.4JU s Jun 2 2U21 mi I eK Inclustnes, Inc. I nU Jun 24 13:Ub:11 ZU21 rage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-EwAtMgy?W rMwl m0t_9uwc_vMYUO?XaUuMOB?Nmz33Ng 2-11-4 2-11-4 Scale=1:12.7 LOADING (psf). SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 4-7 >999 240 : MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB - 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project .engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=174. Joaquin Velez PE. N9.00182 MiTek USA, Inc. FL Cert 6634 6904; Parke East Blvd. Tampa FL 3.3610 Date: 7 June 24,2021 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and property_ incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 A 3CAR 10X20 T24475217 9813394 C5 Jack -Open 7 1 " Job Reference (optional) butlrlerS Firstsource.(Plant Gily, FL), 1 Plant city, FL - 33567, .1-4-0 3x4 = 8.43U s Jun 2 2021 Mt I ek.Industries, Inc. -I huJun 24 13:06:12 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-i6kFaOydH9Unfwb3XsP99BSUktfNG1 k1 bgwZvCz33Nf 4-11-4 4-11-4 4-11-4 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), M62(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp;/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live -load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Pate: - June 24,2021 WARNING - Verity design, parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this designinto the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent -bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type L Qty Ply 2000 A 3CAR 1 OX20 T24475218 2813394 C513. Jack -Open 4 1 Job Reference (optional) timciers mrstjource (darn taty, I-L), viant ury, t-L - =)bf, t1.4JU s Jun Z ZUZI MI I eK.lnausines, Inc. I nu Jun z4 I O:U6:l0 ZUZI rage 1 ID:oHY RCdpcl quXgUg6?i PJ RzdjtT-AIIenMzF2SceH4AF5awOhP?bRHuN?UzBpKg6Sfz33Ne 1 4 0 4-11-4 1.4-0 4-11-4 Scale=1:17.6 4-11-4 Plate Offsets (X,Y)-- [2:0-0-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.18 4-7 >322 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.17 4-7 >354 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied; REACTIONS. (size) :3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=81(LC 12) Max Grav 3=120(LC 11), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=.124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss. component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load, of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5). Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=145, 2=300. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904, Parke East Blvd. Tampa FL 33610 Date: June 24,2021 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE-MII-7473 rev. 5/19/2020 BEFORE USE. ° - Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy,incorporale this design into the overall building design. Bracing indicated is to prevent buckling of Individual trussweband/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A SCAR 1 OX20 T24475219 2813394 C5S JACK -OPEN 1 1 Job Reference o tional' cumers mrstbource Imam uty, M), riam.Lmy, rL - Jdbbr, u.4ou-S Jun z zuzl mi I eK mauslneS, Inca I nu -Jun z4 if d:ub:7.4 ZUzi rage i ID:mMg1pKnMQsfOZioRmROHYCzMWVQ-eVrO_i_tpmlUuEISfHRdEcXpThJ9kxDK2_PL 5z33Nd 4 11 4 4-11-4 1 3x4 = 4-11-4 4-11-4 3 Scale=1:.16.9. Plate Offsets (X,Y)-- [1:0-1-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=7138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., .GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . . 2) Building Designer / Project engineer responsible for verifying applied roof live load Shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load n.onconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at=lb) 2=138. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the, bottom, chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy:incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see .. ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 _ Job Truss Truss Type - 1 1 Qty Ply 2000 A 3CAR 1 OX20 T24475220 2813394 C5V: Jack -Open Truss 4 1 Job Reference (optional) tsuucers rirst�)ource trlant Illy, rLr, W rlant,Uly, rL - aaoor, -1-4-0 1-4-0 JX'+ O.'/JU b JUI I L LUL 1 Ml 1 UN II IUUb111 Cb, 11 IU. 111 JU1I LY 1 J.UU. 1 Y LUL 1 rnya 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-eVrO_i_tpmlUuEISfHRdEcXpbhK9kxDK2_PL 5z33Nd 4- -4. 1 4- -4 Scale=1:17.6 0 m N T N O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.59 Vert(LL) 0.07 4-7 >863 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Mor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight; 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) '3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2= 189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.80 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This trusshas been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5). Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=133, 2=189. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904:P6rke East Blvd. Tampa FL 33610 _ Date: June 24,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andIs for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' " is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. • ANSUTPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r i Qty Ply 2000 A 3CAR 1 OX20 T24475221 2813394 DOI :Hip Girder 1 1 Job Reference (optional) eruuaers mrstsource (Plant uaty, rL), Plant taty, rL - 33b6/, 8.43U s Jun 2 2021 MI I ek Inaustnes, Inc. l huJun 24 13:06:16 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMW VQ-btzmPN?8LN?CBXugmiT5J1 d7eVvnCe8dVlum2_z33Nb 1-4-0 7-0-0 13-6.0 20-0-0 27-0.0 28-4-0 1.4-0 7-0.0 6-6-0 6.6-0 7-0-0 Scale= 1:49.2 NAILED Special NAILED 5x8 = Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 3 17 18 194 20 21 22 5 ST1.5 w 2 5x8 STP = 6 1 7 10 23 24 259 26 27 28 8 3x8 = 2x4 II NAILED NAILED 5x8 -_ NAILED NAILED 2x4 II 3x8 - Special NAILED Special NAILED 6.00112 x8 STP = ST1. 7-0-0 13-6-0 20-0-0 27-0-0 7-0-0 6-6-0 6-6.0 7-0-0 Plate Offsets (X,Y)--[2:0-8-0,0-0-14],[3:0-5-8,0-2-4],[5:0-5-8,0-2-4],[6:0-8-0,0-0-14],[9:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.75 Vert(LL) -0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 123 lb FT = 20 LUMBER- BRACING TOP CHORD .2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1396(LC 8); 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5- 4777/3083, 5-6=-4125/2540 BOT CHORD 2.10=-2077/3683, 9-10= 2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=-66/726,3-9=-879/1374,4-9=-899/996,5-9=-879/1374,5-8=-66/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=.1.60:plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf, bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1396, 6=1396. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at .20-0-0 on top chord, and 397 lb down and 170 lb up at 7-070, and 397 lb down and 170 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face.of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3=-54,3-5=-54,5-7=-54,11-14=-20 Joaquin Velez PE. No,68192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is io prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type s Qty Ply 2000 A 3CAR.I OX20 T24475221 2813394 001 Hip Girder 1 1 Job Reference (optional) buitaers t-irstbource trtant ctty, rLj, mant city, rL - JSbb/, o.vau s Jun Z ZUZ 1 An] 1 eK IMUslnes, IIIU. I nu JU11 Z9 W;U. 0:10 ZUZ 1 rdye Z ID:mMgl pKnMQsfOZioRmROHYCzMW VQ-btzniPN?8LN?CBXugmiT5J1 d7eVvnCe8dVlum2_z33Nb LOAD CASE(S) Standard Concentrated Loads (lb) Vert:3=-149(F) 5— 149(F) 10=-392(F) 8=-392(F) 17=-117(F)18=-117(F) 19=-117(F) 20=-117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24=-59(F.) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR.1 OX20 T24475222 2813394 D02 Hip 1 1 Job Reference (optional) t5ulloers rtrsioourCB-trlanl LAW, rLJ, rlani Llly, rL - JJ00/, - t3.43U s Jun z zuzl mi I eK Inauslfles,'Inc. I nu Jun z4 IJ:U6:l t ZUZI rage I I D:mMgi pKnMQsfOZioRmROHYCzM W VQ-34XBdj 7m5h73lhTOKQ_KsF9MeuGHxFemkyeKbQz33Na 1-4-0 6-3.6 9-0-0 13.6-0 T-0-0 20-8-10 27-0.0 1-4.0 6-3-6. 2-8-10 4.6-0 4-6-0 2-8.10 6-3-6 . w 01 4x4 = 4 3x4 = 4x4 = 20 21 5 22 6 Scale=1:49.0 iTP = 44 = 3x8 = 3x4 = 3x8 = 4x4 = m 0 v , 9-0-0 18.0-0 27-0-0 9-0.0 9-0.0 9-0-0 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [8:0-1 -0, Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20:0 Plate Grip DOL . 1.25 TC . 0.47 Vert(LL). 0.17 9-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC" 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 , n/a n/a' BCDL 10.0 Code FBC2020/TP12014- Matrix -AS Weight; 128lb FT=20% . LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 8=-559(LC 12);.2= 680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1198; 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101, 7-8=-1764/1195 BOT CHORD 2-11= 967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=-338/382, 4-11=-336/536, 5-11= 278/242, 5-9=-274/227, 6-9=-337/542, 7-9=-349/392 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2R) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=559, 2=680. 8) This truss design requires that a minimum of 1/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord... Joaquin Velei PE No.68182 MiTek USA, Inc. FL;Cert 6634 6904, Parke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 T24475223 2813394 D03A HIP GIRDER 1 2 Job Reference (optional) t5tumers rlrsloource. trlanl 11I1y, r-Ll, rlant L11y, rL - 0J001, 0.4JU s Jun Z ZUZI mi I eK mUuslnes, Inc. I nu Jun Z4 I J:Ub:l U ZUZI rage 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-?Sfv2P20dlNn??dPSr1 oxgFddi_VPi03CG7Qflz33NY 5-0-1 9.2-0 .13-6-0 17-3-0 21-11-15 27-0-0 5-0-1 .. 4.9-0 3-9.0 3-9-0 4-9-0 5-0-1 Scaler 1/4"=l' 5xB = . 3x4 = 6xB = 3 22 4 23 5 0 `ST1 0 — m I4 a 5x12 HTU26 2x4 11 6x8 = 6x8 = HTU26 3x4 = HTU26-2 7x8 - HTU26 3x10 II HTU26 8x12 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 5-0-1 , 9-9-0 13-6-0 17-3-0 21-11-15 27-0-0 5-0-1 4-9-0 3-9-0 3-9-0 4-9-0 5-0-1 Plate Offsets (X,Y)-- 11:0-11-8;0-0-41, [3:0-5-4,0-2-121, [7:0-4-11,Edge], [9:0-4-0,0-4-121, 112:0-3-8,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/defl Ud PLATES GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.32 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.97 8-9 >864 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 375 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathingdirectly applied or 3-0-3 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=195(LC 7) Max Uplift 1=-3556(LC 8), 7=-5336(LC 8) Max Grav 1=5912(LC 1), 7=9142(LC 1) FORCES. (lb) -.Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12=-12567/7613, 2-3=-10758/6524, 3-4=-10807/6659, 4-5_ 10987/6612, 5-6=-12143/7214, 6-7=-16212/9498 BOT CHORD 1-13=-6691/11149, 12-13=-6691/11149, 10-12=-5674/9692, 9-10==6265/10807, 8-9= 8432/14501, 7-8— 8432/14501 WEBS 2-13=-852/1475, 2-12= 1727/1193, 3-12=-1859/3009, 3-10=-999/1900, 4-10=-324/187, 4-9=-351/379, 5-9=-2931/5061, 6-9=-4081/2448, 6-8=-1808/3314 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6.- 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1'row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. .. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Joaquin Velez PE N16.66182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) MiTek USA, Inc. FL Cert 6634 1=3556, 7=5336. 6904.Parke East Blvd. Tampa FL 33610 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1,Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11:-11 oc max. Date: ' .. starting at 2-5-1. from the left end to 14-3-4 to connect truss(es) to back face of bottom chord. . If ina 9A 9n91 11) Use Simpson Strong -Tie HTU26-2 (20710d Girder, 14-10d Truss, Single Ply Girder) or equivalent at 15-10-0 from the left end to A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and pioperiyIncorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPIr Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r r Qty Ply 2000 A 3CAR-1 OX20 T24475223 2813394 D03A - HIP GIRDER 1 2 Job Reference (optional) ouuuarb nrbtouuruetrrant uny, rLt, yarn urty, rL - oa001, tf.43U s Jun Z ZUZI MI I eK inoustneS','Inc.' I hu-Jun 24 13:06:19 2021 Page 2 ID:20VQZHln97x9G5M9NmJa1Qz3Stx-?Sfv2P20dINn??dPSr1 oxgFddi_VPz03CG7Qflz33NY NOTES- 12) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-1 Odxi 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-9-4 from the left end to 25-9-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 985 lb up at 6-4-12, and 782 lb down and 549 lb up at 874-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25,:Plate Increase=1.25 Uniform Loads (plf) Vert: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1409(B) 19— 1409(B) 24=-86(13) 25=-160(B) 26=-1484 27=-782 28=-708(B) 29=-708(B) 30=-708(B) 31=-1412(B) 32=-1413(B) 33=-1413(6) 34=-1409(B) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and -is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MOW always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPII Quality Criteria, DSB-89 and BCSI Building Component - Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type r Oily Ply 2000 A 3CAR 1 OX20 T24475224 2813394 E2A JACK -OPEN STRUCTURAL 3 1 Job Reference (optional) e t3uiiaers t-IrstSoufce, (Plant L Ity, t-L), Plant L:Ity, t-L - 33b6/, 1 8.43U s Jun 2 2021 mi I eK Inoustnes, Inca I flu Jun 24 13:06:20 2021 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-TeDHF13eOcVec9Cb?YY1 TtnvH6Tv8fiCQws_BIz33NX 200 m a m 0 Scale=1:10.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mec6nical Max Horz 2=124(LC 12) Max Uplift 2= 229(LC 12), 4=28(LC 9), 3=-38(LC 12) Max Grav 2=170(LC 1), 4=31(LC 3), 3=35(LC 17) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific. to the use of this truss component.. 4) Gable studs spaced at 2-0-0 cc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except'(jt=lb) 2=229. Joaquin Velez.PE No.68182 MiTek USA, In.c,. FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overallwe building design. Bracing Indicated is to prevent buckling of individual truss:b and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent ceilapse.with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . AAISIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute„ 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type I t Qty Ply 20DO A 3CP R l OX20 T24475225 2813394 E5 Jack -Open 3 1 Job Reference (optional) ounuers ruataource, trmnt tasty, ry, 1 rant t.ny, rL.- 0a00r, 3x4 = t 4ou s dun z zuz l mi I eK Inousines, Inc. I nu dun Z4 1 J:uu:zu xuxi rage 1 I D:20VQZH In97x9G5M9NmJalQz3Stx-TeDHF13eOcVec9Cb?YY1 TtnrR6N28fiCQws_Blz33NX 5-0-0 . 5-0.0 m u6 t N Scale=1:17.6 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.07 4-7 >906 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 _ Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3= 130(LC 12)', 2=-196(LC 12) Max Grav 3=134(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load. of 20.Opsf on the bottom chord in all areas where,a rectangle 3-6-0 tall by 2-0-0 wide will fit.between the bottom chord and, any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=130, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, riot - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse. with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty' Ply 2000 A 3CAR 1 OX20 T24475226 2813394 E7 Jack Open 12 1 Job Reference (optional) tsunuers rtrst6ource. trlant cny, raj, rlani Lacy, t-L 33bu/, e.43u s Jun Z ZU21 11n1 I eK maustnes;'Inc. I nu Jun 24 13:U6:21 2021 rage 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-xrmfS53G9wdVEInoZF3G05Kwb W c_t5yMfacXkBz33N W -1-4-0 7-0-0 1-4.0 7-0-0 12 E 7-0.0 7-0.0 m 19 m Scale=1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >377 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a ' n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight; 24 lb FT = 20% LUMBER- BRACING TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grev 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66192 MiTek USA, Inc. FL Cart 6634 6904• Parke East Blvd. Tampa FL 33610 Date: June 24,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyIncorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 T24475227 2813394 E7P Jack -Open 4 1 Job Reference o tional timcfers rirsibource trlani Lary, I-L), rlani (lily, rL - 33bb/, 6.4dU s Jun 2 zuzl mi I eK Incustnes, Inc. I nu Jun 24 13:U6:22 2021 rage 1 ID:oHYRCdpci quXgUg6?iPJRzdjtT-P1,K1 gR4vwDIMsSM_7zaVZlt6ovxOcYCVuEL4Gdz33NV -1-4-0 7-0-0 1-4-0 7.0-0 Iv 7-0-0 7-0-0 m 0 m Scale=1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.26 4-6 >325 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC b.93 Vert(CT) 0.23 4-6 >360 180 BCLL 0.0 * Rep Stress Incr YES WB 0. )0 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD - Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=-144(LC 12) Max Gram 3=163(LC 17), 2=336(LC 1), 4=138(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-5-0 to 6-11-4 zone; porch left and right exposed;C-C for members and.forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer.to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=189, 2=367, 4=144. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL COt 6634 6904,Parke East Blvd. Tampa FL 33610 Date; June 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type 1 Qty Ply 2000 A 3CAR 1 OX20 T24475228 2813394 E7V Jack -Open Truss 14 1 Job Reference (optional) ouituers rlrsiaourcetrlam t ay, rL), riam Adiy, rL - 3J0b1, tf.43U S JUn z zuzl mi I eK maustries;'Inc. I nu Jun 24 13:U6:23 2U21 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-uDuPtm5XhXtDTcxAhg5k5W PMgJLAL_5f6u5eo4z33NU 1-4-0 439 700 1-4-0 4-3-9 2-8-7 0 3x4 c? N t7 9 n Scale=1:22.8 I Plate Offsets (X,Y)-- [2:0-2-7,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.34 6-9 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL - 1.25 BC" 0.68 Vert(CT) 0.28 6-9 >302 180 BCLL 0.0 Rep Stress [nor YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-134(LC 12), 2=-210(LC 12), 5=-59(LC 12) Max Grev 4=161(LC 17), 2=336(LC 1), 5=121(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/116 WEBS 3-6=-102/293 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;.L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.184 MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Extehor(2R) 2-8-0 to 6-11-4 zone,•C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 4=134, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez;PE No.66182 MiTek USA, Inc. FL Cart 6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 24,2021 ® WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and:is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and pmpery incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type J Qty Ply 2000 A 3CAR I OX20 T24475229 2813394 G01 S Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, . 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 13:06:24 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-MQSo5669Sr445mWNEOdzejyWojek4NaoLYgBKWz33NT 1-4-0 3.9-4 7-0-0 9-10-0 12-8-0 15-10-12 19-8-0 1-4-1 3.9-4. 3.2-12. NO2-0 2- N 3-2-12 3-9-4 I 44 = 3x4 17 5 18 19 44 = Scale=1:35.2 3x4 = 3x8 5x8 =3x4 = m o_ m Im o 3-9-4 7-0-0 9-10-0 12-B-0 15-10-12 19.8.0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [8:0-0-4,Edge], [9:0-2-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.23 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.94 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code FBC202OTrP12014 Matrix -MS Weight: 96 lb FT = 20 LUMBER- BRACING-. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8— 1097(LC 8), 2=-1 194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8= 2837/2274 BOT CHORD 2-1 0=- 1869/2481, 9-10=-1906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=-503/863, 7-9=-298/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second.g6st) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=1097,2=1194. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19b lb down and 344 lb up at 7-0-0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and.84 lb down and 28.lb up at 10-7-4, and 3.86 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such -connection device(s) is the. responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904.Parke East Blvd. Tampa FL 3.3610. 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Date: June 24,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and propedyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSYTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610- Job Truss Truss Type Qty _ Ply 2000 A 3CAR 1 OX20 T24475229 2813394 G01S Hip Girder 1 1 Job Reference (optional) ouimers rlrbtouuroe trlanr Idly, r-L), rlant ldty, rL - d000r, ci.4JU s dun z zuzl mi I eK InaUSmes, Inc.- I nu-dUn Z4 1d:Ub:Z4 ZU21 rage z I D:20VQZHIn97x9G5M9NmJaIQz3Stx-MQSo5669SO45mW N EOdzejyW ojek4NaoLYgBK W z33NT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54,4=6=-5416-8=-54,11-14=-20 Concentrated Loads (lb) Vert:.4=-143(B) 6=-143(B) 9=-386(B) 10=-386(B) 17=-112(6):18=-112(6) 20=-63(B) 21=-63(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not '° a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse. with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see :. ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r 1 Qty Ply 2000 A 3CAR 1 OX20 T24475230 2813394 GUS Hip 1 1 Job Reference (optional) DUlruer,s rlrbLauurce trrani Uny, rL/, rrant Ally, rL - 00001, tl.43u a JUn Z ZUZI MI I eK inausmes, Inc.- I nu Jun z4 13:Uti:zb zuzl rage 1 I D:20VQZHIn97x9G5M9NmJa1Qz3Stx-gcOAIS6nD87xjw4Zo58CAxVjF.71 fptgyaCaltyz33NS -1-4-0 6-3.3 9.0-0 10-8.0 13.4-13 19-8.0 1-4-0 6-3-3 2.8.12 1-8-0 2-8-13 6-3-3 . .. Scale =1:35.7 44 = 44 4 b 4x6 3x4 = 4x4 = 4x4 = 3x4 = 9.0-0 10-B-0 19.8-0 . 9-0-0 1-8-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 8-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 8-13 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 89lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=-405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1), 2=802(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3==1163/1036,3-4=-951/909, 4-5=-805/846; 5-6=-953/912, 6-7=-1169/1045 BOT CHORD 2-10=-781/1018, 8-10=-468/805, 7-8=-794/1014 WEBS 3-10=-377/467, 4-10=-290/357, 5-8=-318/371, 6-8=-389/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,.60.plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=405, 2=529. 9) This truss design requires that a minimum of 7/16" structural Wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904,Paike East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse -with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety I.formation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR I OX20 T24475231 2813394 G03S Common 1 1 Job Reference (optional Builders hrrstaource (Plant aty, 1-L), Plant Gny, PL - 33567, 8.430 a Jun 2 2021 MI I ek Industries, Inc.Thu Jun 24 13:06:26 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-loaYW o7P_SFnK4flMpfRj81 sdXKxY165psJl POz33NR 5-5-5 9-10.0 14-2-11 19-3-8 1 -8 0 5-5-5 . . . . ' 4-4-11 4-4-11 5-0-13 -4- 1l1 4x4 = Scale =1:35.7 3 8 5x6 4x4 = 5x8 = LOADING (psf) TOLL - 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP1201.4 CSI. TO 0.59 BC 0.87 WB 0.26 Matrix -AS DEFL. in Vert(LL) -0.15 Vert(CT) -0.32 Horz(CT) 0.03 (loc) I/clef] Ud 6-10 >999 240 6-10 >729 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 84 lb FT = 20% LUMBER- EIRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-41O(LC 12), 5=-41O(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -. All forces 250 (lb) or less except when shown. TOP CHORD 172=-1216/1351, 2-3=-927/1006, 3-4=-926/1006, 4-5=-1215/1352 BOT CHORD 1-6=-1098/1094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=-404/668, 2-6=-405/.667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9.-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1:60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide' mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to. the bottom chord. Joaquin Velez PE, No."182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building componenf. not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2000 A 3CAR 1 OX20 T24475232 2813394 G05S Common 2 .1 Job Reference (optional) aunuers rusiauurcetrlarn uny, rLI, rlant.L111y, rL - 33001, C.43u s Jun Z zuzi mi I eK Inousines, -Inc.- I nu Jun Z4 1J:Ub:Z7 ZUZI rage i ID:20VQZHIn97x9G5M9NmJalQz3Stx-m78wj88l lmNeyDExwWAgGMa1 NwgAHIMEI W3rxrz33NQ 5-5-5 9-10-0 14-2-11 19-3-8 1 -8 0 5-5-5 4-4-11 4.4-11 5.0.13 -4- 4x4 = Scale =1:35.7 2 3 1 4x4 = 5x8 = 5 IT m 0 9-10-0 19-3.8 0 9-10-0 9.5-8 .4- WAD Plate Offsets (X,Y)-- [1:0-1-4,Edge], [5:Edge,0-1-12], [6:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.15 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Hori(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight?. 84 lb FT = 20% ; LUMBER- . BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-41 O(LC 12), 5=-41 O(LC 12), Max Grev 1=728(LC 1), 5=728(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1351, 2-3=-927/1006, 3-4=-926/1006, 4-5=-1215/1952 BOT CHORD 1-6=-1098/1094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=-404/668, 2-6= 405/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second.g6st) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3E) 0-0-0 to 4-0-0, Extedor(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterjor(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of. this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5), * This truss has been designed for a live load of 20.Opsf on the bottom chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810. Date: June 24,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based, only upon parameters shown, and is for an individual building component, not �- A truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd_ . Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' ' Qty' Ply 2000 A 3CAR 1 OX20 T24475233 2813394 H2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) t suucers mrsibource (mant l:ny, I-L), mani Glty, t-L - JJbb/, u.g3u 5 Jun a eul I rvrr I eK.inaubiries, nlu. I rlu JurR4 I J:ubZb zue I raye i I D:hKY1 ep9Fi DwfFyJCybTuLLyv92?-EBi IwU9fW 3VVaNpBTDhvoZ6H I K7uOGhOGAoPTHz33NP 1-10-10 2-9-3 1-10-10 2-9-3 Scale = 1:10.1: 1 0-7-0 2-9-3 0-7-6 2-2-3 Plate Offsets (X,Y)-- [2:0-1-12,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeil Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC. 0.32 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=122(LC 8) Max Uplift 3=-31(LC 13), 2=-456(LC 8), 4=-82(LC 13) . .. Max Grav 3=32(LC 8), 2=279(LC 1), 4=53(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.' II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other.live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4; except Qt=lb) 2=456. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1:25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=39(B) 10=51(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336110 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type o Qty Ply 2000 A 3CAR 1 OX20 T24475234 2813394 H5 Diagonal Hip Girder 2 1 Job Reference (optional) Builders rlrstboume. (Plant lay, rL), t-iani GRy, rL - JJbbr, b.4dU s Jun Z ZUZ I IVII 1 UK.I11OUSirIeS, IIIU. 1111.1 JUI1 44 1 J:UO:eO ZUe I raye I I D:20VQZHin97x9G5M9NmJalQz3Stx-EBi IwU9fW3VVaNp8TDhvoZ6AEK49OGhOGAoPTHz33NP -1-10-10 3-9-6 5-3.6 7-0-14 1-6-0 1-9-8 Scale=1:.17A 3 1 7-0-14 r 7-0-14 Plate Offsets (X,Y)-- [2:0-2-11;0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip D.OL 1.25 TC 0.71 Vert(LL) . -0.10 4-7 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.22 4-7 >381 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horc(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MP Weight., 25 lb FT = 20 % LUMBER- "' BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3=Mechanical 2=0-8-0 4=Mechanical Max Horz 2=216(LC 8) Max Uplift 3=-145(LC 8), 2=-189(LC 8) Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., .GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been. designed for a 10.0 psf bottom chord live load nonconcurrent with, any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6), Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=145, 2=189. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 751b down and 12 lb up at 1-5-12, and 5 lb down and 85 lb up at 4-3-11, and 5 lb down -and 85 lb up at, 4-3-11 on top chord and 11 lb up at 1-5-12, 11 lb up at 1-5-12, and 5 lb down at 4-3=11,:and 51b down at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F). or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 11=-1O(F=-5, B=:5) . . . JoaquinVelez.PE.No.6818:2 MiTek USA, Inc. FL Cert 6634 . , .6904:Paike East Blvd. Tampa FL 33610 Date:. .: June 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parametersand propedy,incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek* is always required for stability and to prevent collapse, with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2000 A 3CAR 1 OX20 T24475235 2813394 H7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) timaers mrstbource. (mart L;ny, t-L), mam.ctty, rL - J3bb r, 0.43U s Jun Z ZUZ I IVII I eK.Inuuslrres, inc;. I nu Jun e,4 io;uo;,fe ZVZ I rd9L r I D:20VQZHln97x9G5M9NmJalQz3Stx-i N FhBg91 HNeMBXOKI xCBLnfLOkLflevXVpYyOjz33NO 1-10-10 5-2-5 6-10.10 9-10-13 1-10-10 5-2-5 1-8-5 3.0-3 . 3x4 = 9-10-13 Plate Offsets (X,Y)-- 12:0-0-3,Edge) Scale = 1:22.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20:0 Plate Grip.DOL 1.25 TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.57 6-9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP1201.4 _ Matrix -MS Weight: 41 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 ' REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=-341(LC 8), 6= 159(LC 8) Max Grav 4=.108(LC 1); 2=528(LC 1), 6=383(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/416 BOT CHORD .2-6=-482/628 WEBS 3-6=-678/521 BRACING - TOP OHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied:or 8-9-13 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40'ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof five load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to trussconnections: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=159, 2=341, 6=159. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at 1-5-12, 119 lb down and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 lb down and 85 lb up at 4-3-11, and 165 lb down and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on top chord, and 7 lb down and 13 lb up at 1-5-12, 55 lb down and 16 lb up at 1-5-12, 18 lb down and 23 lb up at 4-3-11, 18 Ib.down at 4-3-11, and 39 Ib down and 31 lb up at 7-1-10, and 37 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) -Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads.(plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=-1(F) 12=-80(F= 42, B=-37) 13=-7(F) 14=-16(F— 11, B=-5) 15— 62(F=-33; B=-28) Joaquin Velez,PE N6.68182 MiTek USA, Inc. FL Cert 6634 69041?aike East Blvd. Tampa FL 33610 Date: June 24,2021 Q WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, andis for an individual building component, not�- . A truss system. Before use, the building designer must verify the applicability of design parameters and propedy,incorporate this design into the overall building design.. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , . ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,•2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type r t Qty Ply 2000 A 3CAR 10X20 T24475236 2813394 H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) euuaers mrstsource (riam silty, t-L), rlant.t;ny, rc- 33bb/, m4ou s uun z zun rvn I eK.incusmes, Inc. i nu Jun z4 t a:uo:37 zuz i rage i ID:20VQZH In97x9G5M9NmJaiQz3Stx-fmN RZW BYo_u4RrYj9M FcQCkh9Y7MDZngy7134cz33NM 1-10-10 5-2-5 6-10-10 9-10-13 1-10-10 5-2-5 1.8-5 3-0.3 1 3x4 = 9-10-13 Plate Offsets (X,Y)-- [2:0-0-3,Edge) Scale=1:22.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 41 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-141(LC 8), 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6= 609/625 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124niph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live' load nonconcurrent with any other live loads. 5) ' This truss, has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=14112=454, 6=335. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and'37 lb down and 159 lb up:at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at " 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (plf) Vert: 1-4— 54, 5-7=-20 Concentrated Loads (lb) Vert: 12=-75(F=-37, B=-37) 14=-1O(F=-5, B=-5) 15=-57(F=-28, B=-28) Joaquin Velez .PE. N6.66162 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.9 Date: June 24,2021 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with, MiTek® connectors. This design is based only upon parameters shown, anilis for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t t Qty Ply 2000 A 3CAR 1 OX20 T24475237 2813394 H7V Diagonal Hip Girder 2 1 Job Reference (optional) tiuuaers mrst5ource. (viani l:ny, rL), viant.uity, rL - 33btiy, U.43U s Jun 2 ZU21 MI I eK Inaustne% Inc. I tluJun 24 13:06:31 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-fmNRZW BYo_u4RrYj9MFcQCkjOY4fDX_gy7134cz33NM 1-10.10 5-4-1 9-10-13 = 1-10-10 i 5-4-1 4-6-11 Scale=1:22.6 I` 0 N N N U1 ch N n 1 3x4 )1( 0--33_ 5-4-1 . 0 -3 5-3-14 9-10-13 4-6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I/defl Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC 0:58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 41 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=-727/1151, 6-7= 739/1156 WEBS 3-7=0/252,3-6=-11371722 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the, use of this truss component.. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been.designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at'joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=276, 5=142, 2=269. 8) In the LOAD CASE(S) section, Goads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2= 54 Trapezoidal Loads (plf) Vert: 2=0(F=27, 13=27)-to-4— 134(F=-40, 8=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cart 6634 6904:Parke East Blvd. Tampa FL 33610 Date.' June 24,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. :Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not 'a truss system. Before use, the building designer must verify the applicability of design parameters and propertyIncorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUMpII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type i I Qty Ply 2000 A 3CAR I OX20 T24475238 2813394 K01 HIP GIRDER 1 1 Job Reference (optional) Builders First50Urce. (I lant cny, hL), F9am l:Ity, I-L- J3bbf, VAJU s Jun Z ZUZ I wu i M inuubrnes, mu. I IN juii 49 1 a:uo:uc cuc i raye i ID:hKYt ep9FiDwfFyJCybTuLLyv92?-7yxpmrCAZI0x2?7vi3mrzPHzfxY..Oy4E_Bnmcd2z33NL 1.4-0 2-0.0 5-11-0 7-11-0 9-3=0 1.4.0 2-0-0 3 11-0 2.0-0 1-4-0 1 Special 4x8 = 3 Special NAILED 4k4 19 4 2x4. _ ano Ii Scale=1:19.9 w v m v 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.29 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 6.16 Vert(CT) 0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 5 . n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -MP - Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=-69(LC 6) Max Uplift 2=-51 O(LC 8), 5=-51 O(LC 8) Max Grav 2=291(LC 17), 5=291(LC 18) FORCES.. (lb) - Max. Comp./Max. Ten'. - All forces 250 (lb) or less except when shown. TOP CHORD : 2-3=-156/452, 3-4=-126/404, 4-5=-156/450 BOT CHORD 2-8=-325/125, 7-8=438/126, 5-7=-330/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-1.6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp.C; Encl., .GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) .' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection. (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=510, 5=510: 8) "NAILED" indicates 3-1 Od (0.148"x3")'or 3-12d (0. 1 48"x3.25") toe -nails; per NDS guidlines. 9) Hanger(s)or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb up at 2-0-0, and 151 lb' up at 5-11-0 on top chord, and 80 lb up at 2-0-0, and,80 lb up at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front(F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) . Vert: 1-3=-54, 3-4=-54; 4-6=-54, 9-14=-20 Joaquin Velez PE, No.68182 MiTek USA, Inc.. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3.3610: Date; June 24,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE: .. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TpI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss 1 Truss Type City 2813394 K01 HIP GIRDER Builders FirstSource, (Plant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard Concentrated Loads (lb). Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) Ply 2000 A 3CAR 10X20 T24475238 1 1 Job Reference (optional) 8.430's Jun 2 2021 MiTek.lndustrie% Inc. Thu Jun 24 13:06:32 2021 Page 2 ID:hKYi ep9FiDwfFyJCybTuLLyv92?-7yxpmrCAZI0x2?7vi3mrzPHzfxY..Oy4E_Bnmcd2z33NL 0 WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general" guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see " ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 T24475239 2813394 K02 ACOMMON SUPPORTED GAB 1 1 Job Reference (optional) ounuers mrsiaource. friani Uiry, rr.l, riant.ulry, rL - 33001, 0.43u s dun z zuzi mI I eK,Inauslnes, Inc. I nu dun z4 i 3:uti:a3 zunrage i ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-b9VB_BDoKc8og8i5GnH4Vdg4VLuhhWJ7QRWA9Vz33NK -1-4-0 3-11-8 7-11-0 9-3-0 1.4-0 .3-11-8 3-11-8 t-4-0 0 44 = 3 2x4 11 Scale=1:19.6 m v 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL" 1.25 TC 0.54 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-P Weight: 32lb FT="20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly appliedior 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-0-0, 4=7-0-0, 6=7-0-0 Max Horz 2=-109(LC 10)' Max Uplift 2=-255(LC 12), 4=255(LC 12), 6=-47(LC 12) Max Grav 2=229(LC 1), 4=232(LC 18), 6=271(LC 1) FORCES. (lb) -Max. Comp./Max.- Ten. -All forces 250 (lb) ;or less except when shown. WEBS 3-6= 203/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;.L=40ft;.eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Extehbr(2N) 2-8-0 to 3-11-8,'Comer(3R) 3-11-8 to 7=11-0, Exterior(2N) 7-11-0 to 9=3-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) 2=255, 4=255. Joaquin Velez PE Np.661.82 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 3.3810 Date: June 24;2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and li for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' oty Ply 2000 A 3CAR 1 OX20 T24475240 2813394 L01 HIP GIRDER 1 1' Job Reference (optional) t unciers rirsilource.triant Glty, rLJ, rlant uny, rL - JJbor, 11.4JU s dun Z zUZ t IVII r eK InuusmLs, inc. I nu dun e4 w:uo:0o eue i rage r ID:oHYi RCdpcl quXgUg6?i PJ RzdjtT-?jAKcDFhdW W NXcOgxvgn7FS W SZjj up7Z6Pkgmpz33NH -1-4-0 5-1-3 7-0-0 10-0.0 13-0.0 15-0-6 20-0.0 21-4-0 1-4-0 5-1-3 1-10-13 3-0-0 3.0-0 2-0-6 4-11-10 1-4.0 4x6 = 3x4 = 4x6 = 4 19 5 20 6 3x6 = 3x8 = 3x4 = 3x8 = 3x6 = 6-0-0 7-0-0 Scale =1:36.9, LOADING (psf) SPACING- 2-0-0 CSI. UEFL. in (loc) I/defl Ud PLATES GRIP, TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.39 10-12 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.31 10-12 >771 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 98 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD. BOT CHORD 2x4 SP No.2 BOT CHORD. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 2=172(LC 7) Max Uplift 2=-1814(LC 8)„8=-1814(LC 8) Max Grav 2=1516(LC 1), 8=1516(LC 1) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=-2390/2940, 6-7=-2667/3223, 7-8=-2818/3273 .. BOT CHORD - 2-12=-2772/2472, 10-12=-2815/2520, 8-10= 2772/2472 WEBS 4-12=-1119/933, 5-12=-249/277, 5-10=-249/277, 6-10— 1120/934, 3-12=-259/316, 7-10=-260/316 Structural wood sheathing directly applied or 3-2-8 oc puffins. Rigid ceiling directly applied.or 3-0-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch.left and right exposed; LumberDOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load'shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1814, 8=1814. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at 7-0-0, 154 lb down and 205 lb up at 9-0-12, and 154 lb down and 205 Ib:up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on top chord, and 403 lb down and 424 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4, and 403 lb down and 424 lb up.at 12-11-4 on bottom chord. The design/selectiori of:such connection device(s) is the.responsibility of others. 9) In the LOAD CASE(S) section, loads. applied to the face of the truss are noted as front (F) or back (B).. LOAD CASE(S) Standard 1). Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) . Vert: 1-4=-54; 4-6= 54; 6-9=-54, 13-16=-20 Joaquin Velei PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 - Date: June 24;2021 0 WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and.propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSYTFII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss THruPssG Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTekindustries; Inc. Thu Jun 24 13:06:36 2021 Page 2 ID:oHYi RCdpcl quXgUg6?i PJRzdjtT-?jAKcDFhd W W NXcQgxvgn7FS W SZjjup7Z6Pkgmpz33NH LOAD CASE(S) Standard Concentrated Loads (lb). Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=-93(F) 20=-93(F) 21= 82(F) 22=-82(F) Type�QcyPly 2000 A 3CR10X20 T24475240 2813394L01IRDER 1 1 �Job Reference (optional) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE "MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss -web and/or chard members only. Additional temporary, and permanent bracing MiTek' is always required for stability and to prevent collapse. with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/TPIf Quality Criteria, OSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type i Qty Ply 2000 A 3CAR 10X20 T24475241 2813394 L02 Hip 1 1 Job Reference (optional) eluucers rtrsuJource trlanl cny, rLj, rlarn 011y, rL - JJbbi, n.4au 5 dun z e-U4I Wit I eK mou5me5, Inc. i nu dun z4 i a:uo=ar zuz i rage i ID:oHYIRCdpcl quXgUg67iPJRzdjtT-T.wkipZGJOgeE9m7sVcLOfT_fdyBxdEPjK3UNIGz33NG 1-4-0 6.3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0 , 1-4-0 6.3-6 2-8-10 2-0-0 2-8.10 6-3-6 1-4-0 Scale=1:36.9. 5x6 � Sx6 4 5 m 0 v 3x8 = 6x8 = 3x4 = 3x8 = 9-0-0 11-0-0 20.0-0 9.0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-141, [4:0-3-0,0-2-71, [5:0-3-0,0-2-71, [7:0-8-0,0-0-141, [10:0-4-0,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC . 0.92 Vert(LL) : 0.61 9-16 >394 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.53 9-16 >452 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) -0.04 7 _ n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight, 92lb FT=20% LUMBER - TOP CHORD ,2x4 SP No.1 'Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) . Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/2881, 3-4=7982/2713, 4-5=-823/2413, 5-6=-971/2677, 6-7— 1181/2869 BOT CHORD 2-10=-2421/1022, 9-10=-1990/823, 7-9= 2432/1021 WEBS 3-10=-323/672, 4-10=-1164/339, 5-9=-1186/340, 6-9=-329/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a10.0 psf bottom chord live load nonconcurrent with any other live loads. . 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=960, 7=960. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL.Cert 6634 6904,Patke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tpll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 T24475242 2813394 Vol Valley 1 1 Job Reference (optional) tiuncers t-irstbource. (viant Lmy,'f-L), viant,Laty, I-L - ddbtil, - 6.43U s Jun z zuxi mi I eK Inaustnes, Inc. I nu dun 24 13:U6:36 2U21 rage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-x6141 vGx98m5nwa33KtFCgXyzMcYMoGsZjExgiz33NF -1-0.0 3-10.0 7-4-0 8-8-0 1-0-0 3.10.0 3.6-0 1-4-0 11 44 = Scale = 1:20.8 3 8 7 6 3x6 11 2x4 11 3x6 11 740 7.4-0 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL TO Lumber DOL 1.25 BC, 0.11 Vert(CT) 10.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 34 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals., . WEBS 2x4 SP No.3 BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 8=7-4-0, 6=7-4-0, 7=7-4-0 Max Horz8=-101(LC 10) Max Uplift 8=-236(LC 12)',.6=-273(LC 12), 7=-B(LC 12) Max Gram 8=209(LC 21), 6=222(LC 1), 7=233(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-8=-228/681, 2-3— 120/327, 3-4=-127/345, 4-6=-2441750 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1'60mph (3-second gust) Vasd,=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-10-0, Comer(3R) 3-10-0 to 7-10-0, Exterior(2N) 7-10-0 to 878-0 zone;C-C for members and forces A MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bea(ng. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except at=lb) 8=236, 6=273. Joaquin Velez .PE 1,108162 MiTek USA, Inc. FL Cart 6634 6904:Parke East Blvd. Tampa FL 33610 . Date: June 24,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and4s for an individual building component, not Wit a truss system. Before use, the building designer must verify the applicability of design parameters and propedy)ncorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type Qty Ply 2000 A 3CAR1 OX20 T24475243 2813394 V02 : - Valley 1 1 Job Reference (optional) launders Firstsource. (Plant Ctty, FL), Nlant,City, FL - 33567, . 6.43u'S Jun 2 2021 MI I ek Industries, Inc. I nu Jun 24 13:06:39 2021 rage 1 I D:20VQZH In97x9G5M9NmJalQz3Stx-QlsTEFHZwRuxO39Fd1 OUl u44wmxM5DM7oNzUM8z33NE 4-4.8 8-9-0 4-4-8 4.4-8 Scale: 34'-_1 `. 4x4 = 2x4 i 2 4 2x4 11 2x4 O ' -8 8-9-0 00,01 8-B-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61. Vert(LL) n/a n/a 999 MT20 244/190 TCDL J.o Lumber DOL 1.25 BC . 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weiaht:28lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-8-0, 3=8-8-0, 4=8-8-0 Max Horz 1=-77(LC 10) Max Uplift 1=-105(LC 12), 3==105(LC 12), 4=-103(LC 12) Max Grav 1=139(LC 1), 3=145(LC 18), 4=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-184/442 NOTES- 1) Unbalanced.roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5), This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has beendesigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=105, 3=105, 4=103. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the eppiipability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - . ANSI7TPll Qualify Criteria, DSB789 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 10X20 T24475244 2813394 VO4 . GABLE. 2 1 Job Reference (optional) tsuiiaers hlrsibource (man1 uny, r-L), mans Gny, t-L - ddbb/, t1.46U s .tun z zuzl mi I eK Inouslnes, Inc. I nu Jun z4 1 J:ub:4u zuzi rage 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-uVQrSalBhlOoODkRAIvjH5cN1 AJPghf911j1 vbz33ND 2-3-15 2-3-15 v a 0 2x4 i 2x4 II 2 3 Scale =1:8.6 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a r1/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC : 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-P Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc puffins, BOTCH_ ORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-3-15, 3=2-3-15 Max Horz 1=49(LC 12) Max Uplift 1=-20(LC 12), 3=-45(LC 12) Max Grav 1=58(LC 17), 3=64(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live.load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE:No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not - MF a truss system. Before use, the building designer must verily the applicability of design parameters and propedy,incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Oty Ply 2000 A SCAR 1 OX20 T24475245 2813394 V05 iGABLE 2 1 Job Reference o tional CUIlaers rlrstsource. (mant uny, rL), mam uixy, rL - 33bbf, v 0 0 U.431) s Jun 2 2U21 MI I eK maustnes', Inc. I nu Jun 24 13:06:40 2021Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-uVQrSalBhlOoODkRAlvjH5cHzAHTghf9l l j 1 vbz33ND 4-3-15 s - 4-3-15 Scale=1:13.6 2 3 2x4 i.' 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 244/190 TCDL TO Lumber DOL. 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC202OfTP]2014 Matrix-P Weight: 15 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-3-15, 3=4-3-15 MaxHorz 1=111(LC12) Max Uplift 1=-46(LC 12), 3=7102(LC 12) Max Grav 1=134(LC 17), 3=147(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3==148/291' - NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45111; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requirescontinuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf. bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has beendesigned for a live load of 20.Opsf on the bottom chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 3=102. Joaquin Velez.PE: No.68182 MiTek USA, Inc. FL Cert 6634 6904 Pzike East Blvd. Tampa FL 33610 Date: June 24,2021 © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: .Design valid for use only with, MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, �a truss system. Before use, the building designer must verify the applicability of design parameters and property_ incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance, regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANS11rPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 ParkeEastBlvd. Tampa, FL 36610. - Symbols., PLATE LOCATION AND ORIENTATION 3/; Center.plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths:: Apply plates to both sides of truss,' and fully embed teeth. 1 For 4 x 2 orientation, locate plates 0-'1 ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4' width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by-tod in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section.indicates joint number where bearings occur. . Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate.Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing &.Bracing of,Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown.in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS ..... p WEBSw 4 cc 0 Er a O- ~ c7-8 cea cs-s 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 'PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352,,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. . Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@All Rights Reserved MiTek MiTek Engineering Reference Sheet: Mll-7473 rev.,5/19/2020 General Safety Notes Failure to Follow Could Cause.Property„ Damage or Personal Injury. 1. Additional stability bracing for truss system; e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by,an engineer. For wide truss spacing, -Individual lateral braces themselves may require bracing; or alternative Tor I bracing should be considered. ' 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each joint and embed fully. Knots and mane at joint' . locations are regulated by ANSUFPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8: ' Unless otherwise noted,: moisture content of lumber shall not exceed 19% attime of fabrication: 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative.treated, or green lumber. 10. Camber is a non-structural consideration and is:the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicatedon design. 14. Bottom chords require. lateral bracing at 10 ft. spacing, or less; if no ceiling is installed, unless otherwise noted. 15'.:Connections'not shown are the responsibilityof others. ' 1.6. Do not cut or alter truss member or plate without prior approval of an engineer: ' 17. Install and load vertically unless indicated otherwise. 18. Use of green or:treated lumber. may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures.alone is not sufficient. .20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The.design does not take into account any dynamic. . or other loads other than those expressly stated.